Bid Document for Hawkers Rehab Centre in Digha.pdf - Integrated ...
Bid Document for Hawkers Rehab Centre in Digha.pdf - Integrated ...
Bid Document for Hawkers Rehab Centre in Digha.pdf - Integrated ...
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INVITATION FOR BID(IFB)2
GOVERNMENT OF WEST BENGALINTEGRATED COASTAL ZONE MANAGEMENT PROJECTINVITATIONS FOR BIDS (IFB)NATIONAL COMPETITIVE BIDDING<strong>Bid</strong> No.: 02-SPMU/WB/W-34/2013-14 Date: 19.08.20131. The Government of India has received a credit from the International Development Association towards thecost of INTEGRATED COASTAL ZONE MANAGEMENT PROJECT and <strong>in</strong>tends to apply a part of the funds tocover eligible payments under the contracts <strong>for</strong> construction of works as detailed below. <strong>Bid</strong>d<strong>in</strong>g is open to all biddersfrom eligible source countries as def<strong>in</strong>ed <strong>in</strong> the IBRD Guidel<strong>in</strong>es <strong>for</strong> Procurement. <strong>Bid</strong>ders from India should,however, be registered with the Government of West Bengal or other State Governments/Government of India, orState/Central Government Undertak<strong>in</strong>gs. <strong>Bid</strong>ders are advised to note the m<strong>in</strong>imum qualification criteria specified<strong>in</strong> Clause 4 of the Instructions to <strong>Bid</strong>ders to qualify <strong>for</strong> the award of the contract.2. The Project Director, SPMU, ICZMP, IESWM, <strong>in</strong>vites bids on behalf of <strong>Digha</strong> Sankarpur DevelopmentAuthority (DSDA), Government of West Bengal <strong>for</strong> the construction of works detailed <strong>in</strong> the Table given below.3. <strong>Bid</strong>d<strong>in</strong>g documents (and additional copies) may be purchased from the office of SPMU, ICZM Project,IESWM, DD-24, Sector 1, Salt Lake City, Kolkata, India from 10:00 hours to 17:00 hours <strong>for</strong> a non-refundable fee(three sets) as <strong>in</strong>dicated <strong>in</strong> the Table below, <strong>in</strong> the <strong>for</strong>m of cash or Demand Draft issued by any Scheduled bankpayable at Kolkata <strong>in</strong> favour of Institute of Environmental Studies and Wetland Management, payable atKolkata. Interested bidders may obta<strong>in</strong> further <strong>in</strong><strong>for</strong>mation at the same address. <strong>Bid</strong>d<strong>in</strong>g documents requested bymail will be despatched by registered/speed post on payment of an extra amount of Rs. 500/-. The SPMU, ICZMProject, IESWM, will not be held responsible <strong>for</strong> the postal delay if any, <strong>in</strong> the delivery of the documents or nonreceiptof the same .The notice and the bid document <strong>for</strong> the work can also be seen with option to downloadfrom the Project website http://www.iczmpwb.org and http://www.ieswm.org.The down loaded biddocument can be submitted along with non refundable fee mentioned <strong>in</strong> the Table towards the cost of thebid document. Authority will not accept the same if any portion of the downloaded document differs fromthe approved bid document available <strong>in</strong> the above mentioned office. In such cases the bidder would beresponsible <strong>for</strong> ensur<strong>in</strong>g that any addenda available <strong>in</strong> web site is also downloaded & <strong>in</strong>corporated. . Thedownload facility will be available from Dt. 19.08.2013 to Dt. 23.09.2013 upto 17.00 Hrs.4. <strong>Bid</strong>s must be accompanied by security of the amount specified <strong>for</strong> the work <strong>in</strong> the table below, drawn <strong>in</strong> favourof Institute of Environmental Studies & Wetland Management, payable at Kolkata. <strong>Bid</strong> security will have to be <strong>in</strong>any one of the <strong>for</strong>ms as specified <strong>in</strong> the bidd<strong>in</strong>g document and shall have to be valid <strong>for</strong> 45 days beyond the validity ofthe bid.5. <strong>Bid</strong>s must be delivered to Project Director, SPMU, ICZM Project, IESWM, on or be<strong>for</strong>e 14:30 hours on24.09.2013 and will be opened on the same day at 15:00 hours, <strong>in</strong> the presence of the bidders who wish to attend. Ifthe office happens to be closed on the date of receipt of the bids as specified, the bids will be received and opened onthe next work<strong>in</strong>g day at the same time and venue.6. A prebid meet<strong>in</strong>g will be held on 03.09.2013 at 14:30 hours at the office of SPMU, ICZM Project,IESWM, DD-24, Sector 1, Salt Lake City, Kolkata, India to clarify the issues and to answer questions on any matterthat may be raised at that stage as stated <strong>in</strong> Clause 9.2 of ‘Instructions to <strong>Bid</strong>ders’ of the bidd<strong>in</strong>g document.7. Other details can be seen <strong>in</strong> the bidd<strong>in</strong>g documents.3
TABLE__________________________________________________________________________________________PackageNo.Name of workApproximate valueof work (Rs.)<strong>Bid</strong> security(Rs.)Cost of document(Rs.)Period ofcompletion1 2 3 4 5 6PK-1 Hawker's rehabilitation,beach amenities,landscap<strong>in</strong>g and alliedworks at <strong>Digha</strong>, WestBengal10,76,57,000.00 10,76,600.00 5,000 18 monthsProject DirectorSPMU, ICZMP4
SECTION 1: INSTRUCTIONS TO BIDDERS(ITB)5
Section 1: Instructions to <strong>Bid</strong>dersTable of ClausesA. General Page No. D. Submission of <strong>Bid</strong>s Page No.1. Scope of <strong>Bid</strong> 7 19. Seal<strong>in</strong>g and Mark<strong>in</strong>g of <strong>Bid</strong>s 142. Source of Funds 7 20. Deadl<strong>in</strong>e <strong>for</strong> Submission of <strong>Bid</strong>s 143. Eligible <strong>Bid</strong>ders 7 21. Late <strong>Bid</strong>s 154. Qualification of the <strong>Bid</strong>der 7 22. Modification and Withdrawal of <strong>Bid</strong>s 155. One <strong>Bid</strong> per <strong>Bid</strong>der 106. Cost of <strong>Bid</strong>d<strong>in</strong>g 107. Site Visit 10B. <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s E. <strong>Bid</strong> Open<strong>in</strong>g and Evaluation8. Content of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s 10 23. <strong>Bid</strong> Open<strong>in</strong>g 159. Clarification of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s 11 24. Process to be Confidential 1510. Amendment of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s 11 25. Clarification of <strong>Bid</strong>s 1626. Exam<strong>in</strong>ation of <strong>Bid</strong>s and Determ<strong>in</strong>ationof Responsiveness 1627. Correction of Errors 16C. Preparation of <strong>Bid</strong>s 28. Currency <strong>for</strong> <strong>Bid</strong> Evaluation29. Evaluation and Comparison of <strong>Bid</strong>s 1711. Language of <strong>Bid</strong> 11 30. Preference <strong>for</strong> Domestic <strong>Bid</strong>ders12. <strong>Document</strong>s Compris<strong>in</strong>g the <strong>Bid</strong> 1213. <strong>Bid</strong> Prices 12 F. Award of Contract14. Currencies of <strong>Bid</strong> and Payment 1215. <strong>Bid</strong> Validity 12 31. Award Criteria 1716. <strong>Bid</strong> Security 13 32. Employer's Right to Accept any <strong>Bid</strong> andto Reject any or all <strong>Bid</strong>s 1717. Alternative Proposals by <strong>Bid</strong>ders 13 33. Notification of Award 1718. Format and Sign<strong>in</strong>g of <strong>Bid</strong> 14 34. Per<strong>for</strong>mance Security 1835. Advance Payment and Security 1836. Adjudicator 1837. Corrupt or Fraudulent Practices 186
(a) copies of orig<strong>in</strong>al documents def<strong>in</strong><strong>in</strong>g the constitution or legal status, place of registration, and pr<strong>in</strong>cipalplace of bus<strong>in</strong>ess; written power of attorney of the signatory of the <strong>Bid</strong> to commit the <strong>Bid</strong>der;(b)(c)(d)(e)(f)(g)(h)(i)(j)(k)total monetary value of construction work per<strong>for</strong>med <strong>for</strong> each of the last five years;experience <strong>in</strong> works of a similar nature and size <strong>for</strong> each of the last five years, and details of works underway or contractually committed; and clients who may be contacted <strong>for</strong> further <strong>in</strong><strong>for</strong>mation on thosecontracts;major items of construction equipment proposed to carry out the Contract;qualifications and experience of key site management and technical personnel proposed <strong>for</strong> the Contract;reports on the f<strong>in</strong>ancial stand<strong>in</strong>g of the <strong>Bid</strong>der, such as profit and loss statements and auditor's reports <strong>for</strong>the past five years;evidence of adequacy of work<strong>in</strong>g capital <strong>for</strong> this contract (access to l<strong>in</strong>e (s) of credit and availability ofother f<strong>in</strong>ancial resources);authority to seek references from the <strong>Bid</strong>der's bankers;<strong>in</strong><strong>for</strong>mation regard<strong>in</strong>g any litigation or arbitration result<strong>in</strong>g from contracts executed by the <strong>Bid</strong>der <strong>in</strong> thelast five years or currently under execution. The <strong>in</strong><strong>for</strong>mation shall <strong>in</strong>clude the names of the partiesconcerned, the disputed amount, cause of litigation, and matter <strong>in</strong> dispute; This <strong>in</strong><strong>for</strong>mation shall have tobe furnished <strong>in</strong> NON JUDICIAL STAMP PAPER duly notarized.proposals <strong>for</strong> subcontract<strong>in</strong>g components of the Works which <strong>in</strong> aggregate add to more than 20 percent ofthe <strong>Bid</strong> Price (<strong>for</strong> each, the qualifications and experience of the identified sub-contractor <strong>in</strong> the relevantfield should be annexed; no vertical splitt<strong>in</strong>g of work <strong>for</strong> sub-contract<strong>in</strong>g is acceptable); andthe proposed methodology and program of construction <strong>in</strong>clud<strong>in</strong>g Environmental Management Plan,backed with equipment, materials and manpower plann<strong>in</strong>g and deployment, duly supported with broadcalculations and quality control procedures proposed to be adopted, justify<strong>in</strong>g their capability ofexecution and completion of the work as per technical specifications with<strong>in</strong> the stipulated period ofcompletion as per milestones.4.4 ‘<strong>Bid</strong>s from Jo<strong>in</strong>t ventures are not acceptable’.4.5 A. To qualify <strong>for</strong> award of the contract, each bidder <strong>in</strong> its name should have <strong>in</strong> the last five years i.e.,2008-09, 2009-10, 2010-11, 2011-12, 2012-13:(a)Achieved, <strong>in</strong> at least two f<strong>in</strong>ancial years, a m<strong>in</strong>imum annual f<strong>in</strong>ancial turnover (<strong>in</strong> all classes of civileng<strong>in</strong>eer<strong>in</strong>g construction works only) of Rs.15.0 Crore.b) Satisfactorily completed (not less than 90% of contract value) as a prime contractor, (or as subcontractorduly certified by the employer/ma<strong>in</strong> contractor) at least one similar work like Build<strong>in</strong>g works withlandscap<strong>in</strong>g of value not less than Rs.8.6 crore(c)Executed <strong>in</strong> any one year, the follow<strong>in</strong>g m<strong>in</strong>imum quantities of work:- cement concrete (<strong>in</strong>clud<strong>in</strong>g RCC and PCC) .....3000......cum- earthwork <strong>in</strong> both excavation and embankment(comb<strong>in</strong>ed quantities)....15000......cum- masonry work..................................... ....2000.......cum8
(d)(e)The contractor or his identified sub-contractor should possess required valid electrical license <strong>for</strong>execut<strong>in</strong>g the build<strong>in</strong>g electrification works and should have executed similar electrical works total<strong>in</strong>gRupees 55,00,000/- @ <strong>in</strong> any one year.The contractor or his identified sub-contractor should possess required valid license <strong>for</strong> execut<strong>in</strong>g thewater supply/sanitary eng<strong>in</strong>eer<strong>in</strong>g works and should have executed similar water supply/sanitaryeng<strong>in</strong>eer<strong>in</strong>g works total<strong>in</strong>g Rupees 11.00 Lakhs <strong>in</strong> any one year.(@) 2013-2014 price level. F<strong>in</strong>ancial turnover and cost of completed works of previous yearsshall be given weightage of 5% per year based on rupee value to br<strong>in</strong>g them to 2013-2014 pricelevel4.5 B. Each bidder should further demonstrate:(a)availability (either owned or leased or by procurement aga<strong>in</strong>st mobilization advances) of the follow<strong>in</strong>gkey and critical equipment <strong>for</strong> this work:- concrete Mixture … …… ….. 2 Nos.- excavator .. …. …. …. …. .1 No.- needle Vibrator … …. ….. ….5 Nos.- plate Vibrator …. …… ……. … 5 Nos.- truck / Tipper … ……. …… …..2 Nos.- 5 H.P. Water Pump… ….. ….. 2 Nos.Based on the studies, carried out by the Eng<strong>in</strong>eer the m<strong>in</strong>imum suggested major equipment to atta<strong>in</strong> thecompletion of works <strong>in</strong> accordance with the prescribed construction schedule are shown <strong>in</strong> the above list.The bidders should, however, undertake their own studies and furnish with their bid, a detailedconstruction plann<strong>in</strong>g and methodology supported with layout and necessary draw<strong>in</strong>gs and calculations(detailed) as stated <strong>in</strong> clause 4.3 (k) above to allow the employer to review their proposals. Thenumbers, types and capacities of each plant/equipment shall be shown <strong>in</strong> the proposals along with thecycle time <strong>for</strong> each operation <strong>for</strong> the given production capacity to match the requirements.(b)(c)availability <strong>for</strong> this work of a Project Manager with no less than five years' experience <strong>in</strong> construction ofsimilar civil eng<strong>in</strong>eer<strong>in</strong>g works and other key personnel with adequate experience as required; andliquid assets and/or availability of credit facilities of no less than Rs. 2 crore <strong>in</strong> the <strong>for</strong>mat given <strong>in</strong>Section 2.(Credit l<strong>in</strong>es/letter of credit/certificates from Banks <strong>for</strong> meet<strong>in</strong>g the funds requirement etc.) -4.5 C. To qualify <strong>for</strong> a package of contracts made up of this and other contracts <strong>for</strong> which bids are<strong>in</strong>vited <strong>in</strong> the IFB, the bidder must demonstrate hav<strong>in</strong>g experience and resources sufficient to meet theaggregate of the qualify<strong>in</strong>g criteria <strong>for</strong> the <strong>in</strong>dividual contracts.4.6 Sub-contractors' experience and resources shall not be taken <strong>in</strong>to account <strong>in</strong> determ<strong>in</strong><strong>in</strong>g the bidder's compliancewith the qualify<strong>in</strong>g criteria except to the extent stated <strong>in</strong> 4.5 (A) (b, d and e) above.4.7 <strong>Bid</strong>ders who meet the m<strong>in</strong>imum qualification criteria will be qualified only if their available bid capacity is morethan the total bid value. The available bid capacity will be calculated as under:whereAssessed Available <strong>Bid</strong> capacity = ( A*N*1.5 - B )9
A = Maximum value of civil eng<strong>in</strong>eer<strong>in</strong>g works executed <strong>in</strong> any one year dur<strong>in</strong>g the last five years (updated to2013-14 price level) tak<strong>in</strong>g <strong>in</strong>to account the completed as well as works <strong>in</strong> progress.N = Number of years prescribed <strong>for</strong> completion of the works <strong>for</strong> which bids are <strong>in</strong>vited.B = Value, at 2013-14 price level, of exist<strong>in</strong>g commitments and on-go<strong>in</strong>g works to be completed dur<strong>in</strong>g thenext 18 (eighteen) months (period of completion of the works <strong>for</strong> which bids are <strong>in</strong>vited)Note:The statements show<strong>in</strong>g the value of exist<strong>in</strong>g commitments and on-go<strong>in</strong>g works as well as the stipulatedperiod of completion rema<strong>in</strong><strong>in</strong>g <strong>for</strong> each of the works listed should be countersigned by the Eng<strong>in</strong>eer <strong>in</strong>charge, not below the rank of an Executive Eng<strong>in</strong>eer or equivalent.4.8 Even though the bidders meet the above qualify<strong>in</strong>g criteria, they are subject to be disqualified if they have:- made mislead<strong>in</strong>g or false representations <strong>in</strong> the <strong>for</strong>ms, statements and attachments submitted <strong>in</strong> proof ofthe qualification requirements; and/or- record of poor per<strong>for</strong>mance such as abandon<strong>in</strong>g the works, not properly complet<strong>in</strong>g the contract,<strong>in</strong>ord<strong>in</strong>ate delays <strong>in</strong> completion, litigation history, or f<strong>in</strong>ancial failures etc.; and/or- participated <strong>in</strong> the previous bidd<strong>in</strong>g <strong>for</strong> the same work and had quoted unreasonably high bid prices andcould not furnish rational justification to the employer.5. One <strong>Bid</strong> per <strong>Bid</strong>der5.1 Each bidder shall submit only one bid <strong>for</strong> one contract. A bidder who submits or participates <strong>in</strong> more than one<strong>Bid</strong> (other than as a subcontractor or <strong>in</strong> cases of alternatives that have been permitted or requested) will cause allthe proposals with the <strong>Bid</strong>der’s participation to be disqualified.6. Cost of <strong>Bid</strong>d<strong>in</strong>g6.1 The bidder shall bear all costs associated with the preparation and submission of his <strong>Bid</strong>, and the Employer will<strong>in</strong> no case be responsible and liable <strong>for</strong> those costs.7. Site visit7.1 The <strong>Bid</strong>der, at the <strong>Bid</strong>der’s own responsibility and risk is encouraged to visit and exam<strong>in</strong>e the Site of Works andits surround<strong>in</strong>gs and obta<strong>in</strong> all <strong>in</strong><strong>for</strong>mation that may be necessary <strong>for</strong> prepar<strong>in</strong>g the <strong>Bid</strong> and enter<strong>in</strong>g <strong>in</strong>to acontract <strong>for</strong> construction of the Works. The costs of visit<strong>in</strong>g the Site shall be at the <strong>Bid</strong>der's own expense.10
B. <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s8. Content of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s8.1 The set of bidd<strong>in</strong>g documents comprises the documents listed <strong>in</strong> the table below and addenda issued <strong>in</strong>accordance with Clause 10:Invitation <strong>for</strong> <strong>Bid</strong>sSection 1 Instructions to <strong>Bid</strong>ders2 Forms of <strong>Bid</strong> and Qualification In<strong>for</strong>mation3 Conditions of Contract4 Contract Data5 Specifications6 Draw<strong>in</strong>gs7 Bills of Quantities8 Forms of Securities8.2 Of the three sets of the bidd<strong>in</strong>g documents supplied, two sets should be completed and returned with the bid.9. Clarification of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s9.1 A prospective bidder requir<strong>in</strong>g any clarification of the bidd<strong>in</strong>g documents may notify the Employer <strong>in</strong> writ<strong>in</strong>gor by cable (here<strong>in</strong>after "cable" <strong>in</strong>cludes telex and facsimile) at the Employer's address <strong>in</strong>dicated <strong>in</strong> the<strong>in</strong>vitation to bid. The Employer will respond to any request <strong>for</strong> clarification which he received earlier than 15days prior to the deadl<strong>in</strong>e <strong>for</strong> submission of bids. Copies of the Employer's response will be <strong>for</strong>warded to allpurchasers of the bidd<strong>in</strong>g documents, <strong>in</strong>clud<strong>in</strong>g a description of the enquiry but without identify<strong>in</strong>g its source.9.2 Pre-bid meet<strong>in</strong>g9.2.1 The bidder or his official representative is <strong>in</strong>vited to attend a pre-bid meet<strong>in</strong>g which will take place at StateProject Management Unit, <strong>Integrated</strong> Coastal Zone Management Project, Institute of EnvironmentalStudies & Wetland Management, DD-24, Sector 1, Salt Lake City, Kolkata, India (address of venue) ondated 03-09-2013 at 14.30 hrs9.2.2 The purpose of the meet<strong>in</strong>g will be to clarify issues and to answer questions on any matter that may be raisedat that stage.9.2.3 The bidder is requested to submit any questions <strong>in</strong> writ<strong>in</strong>g or by cable to reach the Employer not later than oneweek be<strong>for</strong>e the meet<strong>in</strong>g.9.2.4 M<strong>in</strong>utes of the meet<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g the text of the questions raised (without identify<strong>in</strong>g the source of enquiry)and the responses given will be transmitted without delay to all purchasers of the bidd<strong>in</strong>g documents. Anymodification of the bidd<strong>in</strong>g documents listed <strong>in</strong> Sub-Clause 8.1 which may become necessary as a result of thepre-bid meet<strong>in</strong>g shall be made by the Employer exclusively through the issue of an Addendum pursuant toClause 10 and not through the m<strong>in</strong>utes of the pre-bid meet<strong>in</strong>g.9.2.5 Non-attendance at the pre-bid meet<strong>in</strong>g will not be a cause <strong>for</strong> disqualification of a bidder.10. Amendment of <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s10.1 Be<strong>for</strong>e the deadl<strong>in</strong>e <strong>for</strong> submission of bids, the Employer may modify the bidd<strong>in</strong>g documents by issu<strong>in</strong>gaddenda.10.2 Any addendum thus issued shall be part of the bidd<strong>in</strong>g documents and shall be communicated <strong>in</strong> writ<strong>in</strong>g to allthe purchasers of the bidd<strong>in</strong>g documents. Prospective bidders shall acknowledge receipt of each addendum <strong>in</strong>writ<strong>in</strong>g to the Employer.10.3 To give prospective bidders reasonable time <strong>in</strong> which to take an addendum <strong>in</strong>to account <strong>in</strong> prepar<strong>in</strong>g theirbids, the Employer shall extend as necessary the deadl<strong>in</strong>e <strong>for</strong> submission of bids, <strong>in</strong> accordance with Sub-Clause 20.2 below.11
C. Preparation of <strong>Bid</strong>s11. Language of the <strong>Bid</strong>11.1 All documents relat<strong>in</strong>g to the bid shall be <strong>in</strong> the English language.12. <strong>Document</strong>s compris<strong>in</strong>g the <strong>Bid</strong>12.1 The bid submitted by the bidder shall comprise the follow<strong>in</strong>g:(a) The <strong>Bid</strong> (<strong>in</strong> the <strong>for</strong>mat <strong>in</strong>dicated <strong>in</strong> Section 2).(b) <strong>Bid</strong> Security;(c) Priced Bill of Quantities;(d) Qualification In<strong>for</strong>mation Form and <strong>Document</strong>s;and any other materials required to be completed and submitted by bidders <strong>in</strong> accordance with these<strong>in</strong>structions. The documents listed under Sections 2, 4 and 7 of Sub-Clause 8.1 shall be filled <strong>in</strong> withoutexception.12.2 <strong>Bid</strong>ders bidd<strong>in</strong>g <strong>for</strong> this contract together with other contracts stated <strong>in</strong> the IFB to <strong>for</strong>m a package will so<strong>in</strong>dicate <strong>in</strong> the bid together with any discounts offered <strong>for</strong> the award of more than one contract.13. <strong>Bid</strong> Prices13.1 The contract shall be <strong>for</strong> the whole works as described <strong>in</strong> Sub-Clause 1.1, based on the priced Bill Quantitiessubmitted by the <strong>Bid</strong>der.13.2 The bidder shall fill <strong>in</strong> rates and prices and l<strong>in</strong>e item total (both <strong>in</strong> figures and words) <strong>for</strong> all items of theWorks described <strong>in</strong> the Bill of Quantities along with total bid price (both <strong>in</strong> figures and words). Items <strong>for</strong>which no rate or price is entered by the bidder will not be paid <strong>for</strong> by the Employer when executed andshall be deemed covered by the other rates and prices <strong>in</strong> the Bill of Quantities. Corrections, if any, shall bemade by cross<strong>in</strong>g out, <strong>in</strong>itial<strong>in</strong>g, dat<strong>in</strong>g and rewrit<strong>in</strong>g.13.3 All duties, taxes, and other levies payable by the contractor under the contract, or <strong>for</strong> any other cause shall be<strong>in</strong>cluded <strong>in</strong> the rates, prices and total <strong>Bid</strong> Price submitted by the <strong>Bid</strong>der.Note:“<strong>Bid</strong>ders may like to ascerta<strong>in</strong> availability of excise/custom duty exemption benefits available <strong>in</strong> India to the contractsf<strong>in</strong>anced under World Bank /credits. They are solely responsible <strong>for</strong> obta<strong>in</strong><strong>in</strong>g such benefits which they have considered<strong>in</strong> their bid and <strong>in</strong> case of failure to receive such benefits <strong>for</strong> reasons whatsoever, the employer will not compensate thebidder (contractor). Where the bidder has quoted tak<strong>in</strong>g <strong>in</strong>to account such benefits, he must give all <strong>in</strong><strong>for</strong>mationrequired <strong>for</strong> issue of certificates <strong>in</strong> terms of such notifications as per <strong>for</strong>m attached to the Qualification In<strong>for</strong>mation <strong>in</strong>the bid. To the extent the employer determ<strong>in</strong>es the quantity <strong>in</strong>dicated there<strong>in</strong> are reasonable keep<strong>in</strong>g <strong>in</strong> view the bill ofquantities, construction programme and methodology, the certificates will be issued with<strong>in</strong> 60 [sixty] days of sign<strong>in</strong>g ofcontract and no subsequent changes will be permitted. No certificate will be issued <strong>for</strong> items where no quantity/capacityof equipment is <strong>in</strong>dicated <strong>in</strong> the statement. The bids which do not con<strong>for</strong>m to the above provisions will be treated as nonresponsive and rejected. Any delay <strong>in</strong> procurement of the construction equipment /mach<strong>in</strong>ery/goods as a result of theabove shall not be a cause <strong>for</strong> grant<strong>in</strong>g any extension of time.”13.4 The rates and prices quoted by the bidder shall be fixed <strong>for</strong> the duration of the Contract and shall not besubject to adjustment on any account.14. Currencies of <strong>Bid</strong> and Payment14.1 The unit rates and the prices shall be quoted by the bidder entirely <strong>in</strong> Indian Rupees.15. <strong>Bid</strong> Validity15.1 <strong>Bid</strong>s shall rema<strong>in</strong> valid <strong>for</strong> a period not less than n<strong>in</strong>ety days after the deadl<strong>in</strong>e date <strong>for</strong> bid submissionspecified <strong>in</strong> Clause 20. A bid valid <strong>for</strong> a shorter period shall be rejected by the Employer as non-responsive.12
15.2 In exceptional circumstances, prior to expiry of the orig<strong>in</strong>al time limit, the Employer may request that thebidders may extend the period of validity <strong>for</strong> a specified additional period. The request and the bidders'responses shall be made <strong>in</strong> writ<strong>in</strong>g or by cable. A bidder may refuse the request without <strong>for</strong>feit<strong>in</strong>g his bidsecurity. A bidder agree<strong>in</strong>g to the request will not be required or permitted to modify his bid except asprovided <strong>in</strong> 15.3 here<strong>in</strong>after, but will be required to extend the validity of his bid security <strong>for</strong> a period of theextension, and <strong>in</strong> compliance with Clause 16 <strong>in</strong> all respects.15.3 In the case of contracts <strong>in</strong> which the Contract Price is fixed (not subject to price adjustment), <strong>in</strong> the event thatthe purchaser requests and the <strong>Bid</strong>der agrees to an extension of the validity period, the contract price, if the<strong>Bid</strong>der is selected <strong>for</strong> award shall be the bid price corrected as follows :The price shall be <strong>in</strong>creased by the factor (B=8% <strong>for</strong> annum) 1 <strong>for</strong> each week or part of a week that haselapsed from the expiration of the <strong>in</strong>itial bid validity to the date of issue of letter of acceptance to thesuccessful <strong>Bid</strong>der.15.4 <strong>Bid</strong> evaluation will be based on the bid prices without tak<strong>in</strong>g <strong>in</strong>to consideration the above correction.16. <strong>Bid</strong> Security16.1 The <strong>Bid</strong>der shall furnish, as part of his <strong>Bid</strong>, a <strong>Bid</strong> security <strong>in</strong> the amount as shown <strong>in</strong> column 4 of the table ofIFB <strong>for</strong> this particular work. This bid security shall be <strong>in</strong> favor of Institute of Environmental Studies &Wetland Management, payable at Kolkata and may be <strong>in</strong> one of the follow<strong>in</strong>g <strong>for</strong>ms:- a bank guarantee issued by a nationalized / scheduled bank located <strong>in</strong> India or a reputable banklocated abroad <strong>in</strong> the <strong>for</strong>m given <strong>in</strong> Section 8; or- Certified cheque, Bank draft or Letter of Credit <strong>in</strong> favor of Institute of Environmental Studies &Wetland Management, payable at Kolkata16.2 Bank guarantees issued as surety <strong>for</strong> the bid shall be valid <strong>for</strong> 45 days beyond the validity of the bid.16.3 Any bid not accompanied by an acceptable <strong>Bid</strong> Security and not secured as <strong>in</strong>dicated <strong>in</strong> Sub-Clauses 16.1 and16.2 above shall be rejected by the Employer as non-responsive.16.4 The <strong>Bid</strong> Security of unsuccessful bidders will be returned with<strong>in</strong> 28 days of the end of the bid validity periodspecified <strong>in</strong> Sub-Clause 15.1.16.5 The <strong>Bid</strong> Security of the successful bidder will be discharged when the bidder has signed the Agreement andfurnished the required Per<strong>for</strong>mance Security.16.6 The <strong>Bid</strong> Security may be <strong>for</strong>feited(a)(b)(c)if the <strong>Bid</strong>der withdraws the <strong>Bid</strong> after <strong>Bid</strong> open<strong>in</strong>g dur<strong>in</strong>g the period of <strong>Bid</strong> validity;if the <strong>Bid</strong>der does not accept the correction of the <strong>Bid</strong> Price, pursuant to Clause 27; or<strong>in</strong> the case of a successful <strong>Bid</strong>der, if the <strong>Bid</strong>der fails with<strong>in</strong> the specified time limit to(i)(ii)sign the Agreement; orfurnish the required Per<strong>for</strong>mance Security.17. Alternative Proposals by <strong>Bid</strong>ders17.1 <strong>Bid</strong>ders shall submit offers that comply with the requirements of the bidd<strong>in</strong>g documents, <strong>in</strong>clud<strong>in</strong>g the basictechnical design as <strong>in</strong>dicated <strong>in</strong> the draw<strong>in</strong>g and specifications. Alternatives will not be considered.18. Format and Sign<strong>in</strong>g of <strong>Bid</strong>13
18.1 The <strong>Bid</strong>der shall prepare one orig<strong>in</strong>al and one copy of the documents compris<strong>in</strong>g the bid as described <strong>in</strong>Clause 12 of these Instructions to <strong>Bid</strong>ders, bound with the volume conta<strong>in</strong><strong>in</strong>g the Form of <strong>Bid</strong>, and clearlymarked “ORIGINAL” and “COPY” as appropriate. In the event of discrepancy between them, the orig<strong>in</strong>alshall prevail.18.2 The orig<strong>in</strong>al and copy of the <strong>Bid</strong> shall be typed or written <strong>in</strong> <strong>in</strong>delible <strong>in</strong>k and shall be signed by a person orpersons duly authorized to sign on behalf of the <strong>Bid</strong>der, pursuant to Sub-Clauses 4.3. All pages of the bidwhere entries or amendments have been made shall be <strong>in</strong>itialled by the person or persons sign<strong>in</strong>g the bid.18.3 The <strong>Bid</strong> shall conta<strong>in</strong> no alterations or additions, except those to comply with <strong>in</strong>structions issued by theEmployer, or as necessary to correct errors made by the bidder, <strong>in</strong> which case such corrections shall be<strong>in</strong>itialled by the person or persons sign<strong>in</strong>g the bid.18.4 The <strong>Bid</strong>der shall furnish <strong>in</strong><strong>for</strong>mation as described <strong>in</strong> the Form of <strong>Bid</strong> on commissions or gratuities, if any,paid or to be paid to agents relat<strong>in</strong>g to this <strong>Bid</strong>, and to contract execution if the <strong>Bid</strong>der is awarded thecontract.19. Seal<strong>in</strong>g and Mark<strong>in</strong>g of <strong>Bid</strong>sD. Submission of <strong>Bid</strong>s19.1 The <strong>Bid</strong>der shall seal the orig<strong>in</strong>al and copy of the <strong>Bid</strong> <strong>in</strong> separate envelopes, duly mark<strong>in</strong>g the envelopes as"ORIGINAL" and "COPY". These envelopes (called as <strong>in</strong>ner envelopes) shall then be put <strong>in</strong>side one outerenvelope.19.2 The <strong>in</strong>ner and outer envelopes shall(a)(b)be addressed to the Employer at the follow<strong>in</strong>g address:Project DirectorState Project Management UnitDD-24, Sector 1, Salt Lake CityKolkata – 700 064Tel.: (033) 2321 8384Fax: (033) 2358 0967bear the follow<strong>in</strong>g identification:- Hawker's rehabilitation, beach amenities, landscap<strong>in</strong>g and allied works at <strong>Digha</strong>, West Bengal- <strong>Bid</strong> Reference No.. 02-SPMU/WB/W-34/2013-14.................................[<strong>in</strong>sert number]- DO NOT OPEN BEFORE :15. hours on dated. 24-09-2013 [time and date <strong>for</strong> bidopen<strong>in</strong>g, per Clause 23]19.3 In addition to the identification required <strong>in</strong> Sub-Clause 19.2, the <strong>in</strong>ner envelopes shall <strong>in</strong>dicate the name andaddress of the bidder to enable the bid to be returned unopened <strong>in</strong> case it is declared late, pursuant to Clause21.19.4 If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility <strong>for</strong> themisplacement or premature open<strong>in</strong>g of the bid.20. Deadl<strong>in</strong>e <strong>for</strong> Submission of the <strong>Bid</strong>s20.1 <strong>Bid</strong>s must be received by the Employer at the address specified above no later than 14.30 hours on 24-09-2013. In the event of the specified date <strong>for</strong> the submission of bids declared a holiday <strong>for</strong> the Employer, the<strong>Bid</strong>s will be received upto the appo<strong>in</strong>ted time on the next work<strong>in</strong>g day.14
20.2 The Employer may extend the deadl<strong>in</strong>e <strong>for</strong> submission of bids by issu<strong>in</strong>g an amendment <strong>in</strong> accordance withClause 10, <strong>in</strong> which case all rights and obligations of the Employer and the bidders previously subject to theorig<strong>in</strong>al deadl<strong>in</strong>e will then be subject to the new deadl<strong>in</strong>e.21. Late <strong>Bid</strong>s21.1 Any <strong>Bid</strong> received by the Employer after the deadl<strong>in</strong>e prescribed <strong>in</strong> Clause 20 will be returned unopened to thebidder.22. Modification and Withdrawal of <strong>Bid</strong>s22.1 <strong>Bid</strong>ders may modify or withdraw their bids by giv<strong>in</strong>g notice <strong>in</strong> writ<strong>in</strong>g be<strong>for</strong>e the deadl<strong>in</strong>e prescribed <strong>in</strong>Clause 20.22.2 Each <strong>Bid</strong>der's modification or withdrawal notice shall be prepared, sealed, marked, and delivered <strong>in</strong>accordance with Clause 18 & 19, with the outer and <strong>in</strong>ner envelopes additionally marked“MODIFICATION” or “WITHDRAWAL”, as appropriate.22.3 No bid may be modified after the deadl<strong>in</strong>e <strong>for</strong> submission of <strong>Bid</strong>s.22.4 Withdrawal or modification of a <strong>Bid</strong> between the deadl<strong>in</strong>e <strong>for</strong> submission of bids and the expiration of theorig<strong>in</strong>al period of bid validity specified <strong>in</strong> Clause 15.1 above or as extended pursuant to Clause 15.2 mayresult <strong>in</strong> the <strong>for</strong>feiture of the <strong>Bid</strong> security pursuant to Clause 16.22.5 <strong>Bid</strong>ders may offer discounts to, or modify the prices of their <strong>Bid</strong>s only by submitt<strong>in</strong>g <strong>Bid</strong> modifications <strong>in</strong>accordance with this clause, or <strong>in</strong>cluded <strong>in</strong> the orig<strong>in</strong>al <strong>Bid</strong> submission.23. <strong>Bid</strong> Open<strong>in</strong>gE. <strong>Bid</strong> Open<strong>in</strong>g and Evaluation23.1 The Employer will open all the <strong>Bid</strong>s received (except those received late), <strong>in</strong>clud<strong>in</strong>g modifications madepursuant to Clause 22, <strong>in</strong> the presence of the <strong>Bid</strong>ders or their representatives who choose to attend at15.00......... hours on the date and the place specified <strong>in</strong> Clause 20. In the event of the specified date of <strong>Bid</strong>open<strong>in</strong>g be<strong>in</strong>g declared a holiday <strong>for</strong> the Employer, the <strong>Bid</strong>s will be opened at the appo<strong>in</strong>ted time and locationon the next work<strong>in</strong>g day.23.2 Envelopes marked "WITHDRAWAL" shall be opened and read out first. <strong>Bid</strong>s <strong>for</strong> which an acceptable noticeof withdrawal has been submitted pursuant to Clause 22 shall not be opened. Subsequently all envelopesmarked “Modification” shall be opened and the submissions there<strong>in</strong> read out <strong>in</strong> appropriate detail.23.3 The <strong>Bid</strong>ders' names, the <strong>Bid</strong> prices, the total amount of each <strong>Bid</strong> and of any alternative <strong>Bid</strong> (if alternativeshave been requested or permitted), any discounts, <strong>Bid</strong> modifications and withdrawals, the presence or absenceof <strong>Bid</strong> security, and such other details as the Employer may consider appropriate, will be announced by theEmployer at the open<strong>in</strong>g. No bid shall be rejected at bid open<strong>in</strong>g except <strong>for</strong> the late bids pursuant to Clause21. <strong>Bid</strong>s [and modifications] sent pursuant to Clause 22 that are not opened and read out at bid open<strong>in</strong>g willnot be considered <strong>for</strong> further evaluation regardless of the circumstances. Late and withdrawn bids will bereturned un-opened to bidders.23.4 The Employer shall prepare m<strong>in</strong>utes of the <strong>Bid</strong> open<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g the <strong>in</strong><strong>for</strong>mation disclosed to those present<strong>in</strong> accordance with Sub-Clause 23.3.24. Process to Be Confidential15
24.1 In<strong>for</strong>mation relat<strong>in</strong>g to the exam<strong>in</strong>ation, clarification, evaluation, and comparison of <strong>Bid</strong>s andrecommendations <strong>for</strong> the award of a contract shall not be disclosed to <strong>Bid</strong>ders or any other persons notofficially concerned with such process until the award to the successful <strong>Bid</strong>der has been announced. Anyef<strong>for</strong>t by a <strong>Bid</strong>der to <strong>in</strong>fluence the Employer's process<strong>in</strong>g of <strong>Bid</strong>s or award decisions may result <strong>in</strong> therejection of his <strong>Bid</strong>.25. Clarification of <strong>Bid</strong>s25.1 To assist <strong>in</strong> the exam<strong>in</strong>ation, evaluation, and comparison of <strong>Bid</strong>s, the Employer may, at his discretion, ask any<strong>Bid</strong>der <strong>for</strong> clarification of his <strong>Bid</strong>, <strong>in</strong>clud<strong>in</strong>g breakdowns of the unit rates. The request <strong>for</strong> clarification and theresponse shall be <strong>in</strong> writ<strong>in</strong>g or by cable, but no change <strong>in</strong> the price or substance of the <strong>Bid</strong> shall be sought,offered, or permitted except as required to confirm the correction of arithmetic errors discovered by theEmployer <strong>in</strong> the evaluation of the <strong>Bid</strong>s <strong>in</strong> accordance with Clause 27.25.2 Subject to sub-clause 25.1, no <strong>Bid</strong>der shall contact the Employer on any matter relat<strong>in</strong>g to its bid from thetime of the bid open<strong>in</strong>g to the time the contract is awarded. If the <strong>Bid</strong>der wishes to br<strong>in</strong>g additional<strong>in</strong><strong>for</strong>mation to the notice of the Employer, it should do so <strong>in</strong> writ<strong>in</strong>g.25.3 Any ef<strong>for</strong>t by the <strong>Bid</strong>der to <strong>in</strong>fluence the Employer <strong>in</strong> the Employer's bid evaluation, bid comparison orcontract award decisions may result <strong>in</strong> the rejection of the <strong>Bid</strong>ders’ bid.26. Exam<strong>in</strong>ation of <strong>Bid</strong>s and Determ<strong>in</strong>ation of Responsiveness26.1 Prior to the detailed evaluation of <strong>Bid</strong>s, the Employer will determ<strong>in</strong>e whether each <strong>Bid</strong> (a) meets the eligibilitycriteria def<strong>in</strong>ed <strong>in</strong> Clause 3; (b) has been properly signed; (c) is accompanied by the required securities and;(d) is substantially responsive to the requirements of the <strong>Bid</strong>d<strong>in</strong>g documents.26.2 A substantially responsive <strong>Bid</strong> is one which con<strong>for</strong>ms to all the terms, conditions, and specifications of the<strong>Bid</strong>d<strong>in</strong>g documents, without material deviation or reservation. A material deviation or reservation is one (a)which affects <strong>in</strong> any substantial way the scope, quality, or per<strong>for</strong>mance of the Works; (b) which limits <strong>in</strong> anysubstantial way, <strong>in</strong>consistent with the <strong>Bid</strong>d<strong>in</strong>g documents, the Employer's rights or the <strong>Bid</strong>der's obligationsunder the Contract; or (c) whose rectification would affect unfairly the competitive position of other <strong>Bid</strong>derspresent<strong>in</strong>g substantially responsive <strong>Bid</strong>s.26.3 If a <strong>Bid</strong> is not substantially responsive, it will be rejected by the Employer, and may not subsequently be maderesponsive by correction or withdrawal of the non-con<strong>for</strong>m<strong>in</strong>g deviation or reservation.27. Correction of Errors27.1 <strong>Bid</strong>s determ<strong>in</strong>ed to be substantially responsive will be checked by the Employer <strong>for</strong> any arithmetic errors.Errors will be corrected by the Employer as follows:(a)(b)where there is a discrepancy between the rates <strong>in</strong> figures and <strong>in</strong> words, the rate <strong>in</strong> words will govern;andwhere there is a discrepancy between the unit and the l<strong>in</strong>e item total result<strong>in</strong>g from multiply<strong>in</strong>g theunit rate by the quantity, the unit rate as quoted will govern.27.2 The amount stated <strong>in</strong> the <strong>Bid</strong> will be adjusted by the Employer <strong>in</strong> accordance with the above procedure <strong>for</strong> thecorrection of errors and, with the concurrence of the <strong>Bid</strong>der, shall be considered as b<strong>in</strong>d<strong>in</strong>g upon the <strong>Bid</strong>der.If the <strong>Bid</strong>der does not accept the corrected amount the <strong>Bid</strong> will be rejected, and the <strong>Bid</strong> security may be<strong>for</strong>feited <strong>in</strong> accordance with Sub-Clause 16.6 (b).28. Deleted29. Evaluation and Comparison of <strong>Bid</strong>s16
29.1 The Employer will evaluate and compare only the <strong>Bid</strong>s determ<strong>in</strong>ed to be substantially responsive <strong>in</strong>accordance with Clause 26.29.2 In evaluat<strong>in</strong>g the <strong>Bid</strong>s, the Employer will determ<strong>in</strong>e <strong>for</strong> each <strong>Bid</strong> the evaluated <strong>Bid</strong> Price by adjust<strong>in</strong>g the <strong>Bid</strong>Price as follows:(a)(b)(c)mak<strong>in</strong>g any correction <strong>for</strong> errors pursuant to Clause 27; ormak<strong>in</strong>g an appropriate adjustments <strong>for</strong> any other acceptable variations, deviations; andmak<strong>in</strong>g appropriate adjustments to reflect discounts or other price modifications offered <strong>in</strong>accordance with Sub Clause 22.5.29.3 The Employer reserves the right to accept or reject any variation, deviation, or alternative offer. Variations,deviations, and alternative offers and other factors which are <strong>in</strong> excess of the requirements of the <strong>Bid</strong>d<strong>in</strong>gdocuments or otherwise result <strong>in</strong> unsolicited benefits <strong>for</strong> the Employer shall not be taken <strong>in</strong>to account <strong>in</strong> <strong>Bid</strong>evaluation.29.4 The estimated effect of the price adjustment conditions under Clause 47 of the Conditions of Contract, dur<strong>in</strong>gthe period of implementation of the Contract, will not be taken <strong>in</strong>to account <strong>in</strong> <strong>Bid</strong> evaluation.29.5 If the <strong>Bid</strong> of the successful <strong>Bid</strong>der is seriously unbalanced <strong>in</strong> relation to the Eng<strong>in</strong>eer's estimate of the cost ofwork to be per<strong>for</strong>med under the contract, the Employer may require the <strong>Bid</strong>der to produce detailed priceanalyses <strong>for</strong> any or all items of the Bill of Quantities, to demonstrate the <strong>in</strong>ternal consistency of those priceswith the construction methods and schedule proposed. After evaluation of the price analyses, the Employermay require that the amount of the per<strong>for</strong>mance security set <strong>for</strong>th <strong>in</strong> Clause 34 be <strong>in</strong>creased at the expense ofthe successful <strong>Bid</strong>der to a level sufficient to protect the Employer aga<strong>in</strong>st f<strong>in</strong>ancial loss <strong>in</strong> the event of defaultof the successful <strong>Bid</strong>der under the Contract.30. Deleted31. Award CriteriaF. Award of Contract31.1 Subject to Clause 32, the Employer will award the Contract to the <strong>Bid</strong>der whose <strong>Bid</strong> has been determ<strong>in</strong>ed tobe substantially responsive to the <strong>Bid</strong>d<strong>in</strong>g documents and who has offered the lowest evaluated <strong>Bid</strong> Price,provided that such <strong>Bid</strong>der has been determ<strong>in</strong>ed to be (a) eligible <strong>in</strong> accordance with the provisions of Clause3, and (b) qualified <strong>in</strong> accordance with the provisions of Clause 4.31.2 If, pursuant to Clause 12.2 this contract is be<strong>in</strong>g let along with other contracts, the lowest evaluated <strong>Bid</strong> Pricewill be determ<strong>in</strong>ed when evaluat<strong>in</strong>g this contract <strong>in</strong> conjunction with other contracts to be awardedconcurrently, tak<strong>in</strong>g <strong>in</strong>to account any discounts offered by the bidders <strong>for</strong> the award of more than onecontract.32. Employer's Right to Accept any <strong>Bid</strong> and to Reject any or all <strong>Bid</strong>s32.1 Notwithstand<strong>in</strong>g Clause 31, the Employer reserves the right to accept or reject any <strong>Bid</strong>, and to cancel the<strong>Bid</strong>d<strong>in</strong>g process and reject all <strong>Bid</strong>s, at any time prior to the award of Contract, without thereby <strong>in</strong>curr<strong>in</strong>g anyliability to the affected <strong>Bid</strong>der or <strong>Bid</strong>ders or any obligation to <strong>in</strong><strong>for</strong>m the affected <strong>Bid</strong>der or <strong>Bid</strong>ders of thegrounds <strong>for</strong> the Employer's action.17
33. Notification of Award and Sign<strong>in</strong>g of Agreement33.1 The <strong>Bid</strong>der whose <strong>Bid</strong> has been accepted will be notified of the award by the Employer prior to expiration of the<strong>Bid</strong> validity period by cable, telex or facsimile confirmed by registered letter. This letter (here<strong>in</strong>after and <strong>in</strong> theConditions of Contract called the "Letter of Acceptance") will state the sum that the Employer will pay theContractor <strong>in</strong> consideration of the execution, completion, and ma<strong>in</strong>tenance of the Works by the Contractor asprescribed by the Contract (here<strong>in</strong>after and <strong>in</strong> the Contract called the "Contract Price").33.2 The notification of award will constitute the <strong>for</strong>mation of the Contract, subject only to the furnish<strong>in</strong>g of aper<strong>for</strong>mance security <strong>in</strong> accordance with the provisions of Clause 34.33.3 The Agreement will <strong>in</strong>corporate all agreements between the Employer and the successful <strong>Bid</strong>der. It will be keptready <strong>for</strong> signature of the successful bidder <strong>in</strong> the office of employer with<strong>in</strong> 28 days follow<strong>in</strong>g the notification ofaward along with the Letter of Acceptance. With<strong>in</strong> 21 days of receipt, the successful <strong>Bid</strong>der will sign theAgreement and deliver it to the Employer.33.4 Upon the furnish<strong>in</strong>g by the successful <strong>Bid</strong>der of the Per<strong>for</strong>mance Security, the Employer will promptly notify theother <strong>Bid</strong>ders that their <strong>Bid</strong>s have been unsuccessful.34. Per<strong>for</strong>mance Security34.1 With<strong>in</strong> 21 days of receipt of the Letter of Acceptance, the successful <strong>Bid</strong>der shall deliver to the Employer aPer<strong>for</strong>mance Security <strong>in</strong> any of the <strong>for</strong>ms given below <strong>for</strong> an amount equivalent to 5% of the Contract price plusadditional security <strong>for</strong> unbalanced <strong>Bid</strong>s <strong>in</strong> accordance with Clause 29.5 of ITB and Clause 52 of Conditions ofContract:- A bank guarantee issued by a nationalized / scheduled bank located <strong>in</strong> India or a reputable bank locatedabroad <strong>in</strong> the <strong>for</strong>m given <strong>in</strong> Section 8;- Certified cheque/Bank draft, <strong>in</strong> favour of Executive Officer, <strong>Digha</strong> Sankarpur Development Authority,payable at <strong>Digha</strong>.34.2 If the per<strong>for</strong>mance security is provided by the successful <strong>Bid</strong>der <strong>in</strong> the <strong>for</strong>m of a Bank Guarantee, it shall be issuedeither (a) at the <strong>Bid</strong>der's option, by a Nationalized/Scheduled Indian bank or (b) by a <strong>for</strong>eign bank located <strong>in</strong> Indiaand acceptable to the Employer or (c) by a <strong>for</strong>eign bank through a correspondent Bank <strong>in</strong> India [scheduled ornationalized].34.3 Failure of the successful bidder to comply with the requirements of sub-clause 34.1 shall constitute a breach ofcontract, cause <strong>for</strong> annulment of the award, <strong>for</strong>feiture of the bid security, and any such other remedy the Employermay take under the contract, and the Employer may resort to award<strong>in</strong>g the contract to the next ranked bidder.35 Advance Payment and Security35.1 The Employer will provide an Advance Payment on the Contract Price as stipulated <strong>in</strong> the Conditions of Contract,subject to maximum amount, as stated <strong>in</strong> the Contract Data.36. Adjudicator36.1 The Employer proposes that Sri Paritosh Mitra (retd. Chief Eng<strong>in</strong>eer) be appo<strong>in</strong>ted as Adjudicator under theContract, at a daily fee of Rs. 3000/-plus reimbursable expenses. If the <strong>Bid</strong>der disagrees with this proposal, the<strong>Bid</strong>der should so state <strong>in</strong> the <strong>Bid</strong>. If <strong>in</strong> the Letter of Acceptance, the Employer has not agreed on the appo<strong>in</strong>tmentof the Adjudicator, the Adjudicator shall be appo<strong>in</strong>ted by Institution of Eng<strong>in</strong>eers, India , at a daily fee of Rs.3000.00 per sitt<strong>in</strong>g plus reimbursable expenses, at the request of either party.37. Corrupt or Fraudulent Practices18
37.1 It is the Bank’s policy to require that Borrowers (<strong>in</strong>clud<strong>in</strong>g beneficiaries of Bank loans), as well as bidders,suppliers, and contractors and their subcontractors under Bank-f<strong>in</strong>anced contracts, observe the highest standard ofethics dur<strong>in</strong>g the procurement and execution of such contracts. 1 In pursuance of this policy, the Bank:(a)def<strong>in</strong>es, <strong>for</strong> the purposes of this provision, the terms set <strong>for</strong>th below as follows:(i) “corrupt practice” 2 is the offer<strong>in</strong>g, giv<strong>in</strong>g, receiv<strong>in</strong>g or solicit<strong>in</strong>g, directly or <strong>in</strong>directly, ofanyth<strong>in</strong>g of value to <strong>in</strong>fluence improperly the actions of another party;(ii)(iii)“fraudulent practice” 3 is any act or omission, <strong>in</strong>clud<strong>in</strong>g a misrepresentation, that know<strong>in</strong>gly orrecklessly misleads, or attempts to mislead, a party to obta<strong>in</strong> a f<strong>in</strong>ancial or other benefit or toavoid an obligation;“collusive practice” 4 is an arrangement between two or more parties designed to achieve animproper purpose, <strong>in</strong>clud<strong>in</strong>g to <strong>in</strong>fluence improperly the actions of another party;(iv) “coercive practice” 5 is impair<strong>in</strong>g or harm<strong>in</strong>g, or threaten<strong>in</strong>g to impair or harm, directly or<strong>in</strong>directly, any party or the property of the party to <strong>in</strong>fluence improperly the actions of a party;(v)"obstructive practice" is(aa)(bb)deliberately destroy<strong>in</strong>g, falsify<strong>in</strong>g, alter<strong>in</strong>g or conceal<strong>in</strong>g of evidence material to the<strong>in</strong>vestigation or mak<strong>in</strong>g false statements to <strong>in</strong>vestigators <strong>in</strong> order to materially impede aBank <strong>in</strong>vestigation <strong>in</strong>to allegations of a corrupt, fraudulent, coercive or collusive practice;and/or threaten<strong>in</strong>g, harass<strong>in</strong>g or <strong>in</strong>timidat<strong>in</strong>g any party to prevent it from disclos<strong>in</strong>g itsknowledge of matters relevant to the <strong>in</strong>vestigation or from pursu<strong>in</strong>g the <strong>in</strong>vestigation; oracts <strong>in</strong>tended to materially impede the exercise of the Bank’s <strong>in</strong>spection and audit rightsprovided <strong>for</strong> under sub-clause 3.1 (e) below.(b)(c)(d)(e)will reject a proposal <strong>for</strong> award if it determ<strong>in</strong>es that the bidder recommended <strong>for</strong> award has, directly orthrough an agent, engaged <strong>in</strong> corrupt, fraudulent, collusive, coercive or obstructive practices <strong>in</strong>compet<strong>in</strong>g <strong>for</strong> the contract <strong>in</strong> question;will cancel the portion of the loan allocated to a contract if it determ<strong>in</strong>es at any time that representativesof the Borrower or of a beneficiary of the loan engaged <strong>in</strong> corrupt, fraudulent, collusive, or coercivepractices dur<strong>in</strong>g the procurement or the execution of that contract, without the Borrower hav<strong>in</strong>g takentimely and appropriate action satisfactory to the Bank to address such practices when they occur;will sanction a firm or <strong>in</strong>dividual, <strong>in</strong>clud<strong>in</strong>g declar<strong>in</strong>g <strong>in</strong>eligible, either <strong>in</strong>def<strong>in</strong>itely or <strong>for</strong> a stated periodof time, to be awarded a Bank-f<strong>in</strong>anced contract if it at any time determ<strong>in</strong>es that the firm has, directly orthrough an agent, engaged <strong>in</strong> corrupt, fraudulent, collusive, coercive or obstructive practices <strong>in</strong>compet<strong>in</strong>g <strong>for</strong>, or <strong>in</strong> execut<strong>in</strong>g, a Bank-f<strong>in</strong>anced contract; andwill have the right to require that a provision be <strong>in</strong>cluded <strong>in</strong> bidd<strong>in</strong>g documents and <strong>in</strong> contractsf<strong>in</strong>anced by a Bank loan, requir<strong>in</strong>g bidders, suppliers, and contractors and their sub-contractors topermit the Bank to <strong>in</strong>spect their accounts and records and other documents relat<strong>in</strong>g to the bidsubmission and contract per<strong>for</strong>mance and to have them audited by auditors appo<strong>in</strong>ted by the Bank.1In this context, any action taken by a bidder, supplier, contractor, or a sub-contractor to <strong>in</strong>fluence theprocurement process or contract execution <strong>for</strong> undue advantage is improper.2“another party” refers to a public official act<strong>in</strong>g <strong>in</strong> relation to the procurement process or contractexecution]. In this context, “public official” <strong>in</strong>cludes World Bank staff and employees of other organizations tak<strong>in</strong>gor review<strong>in</strong>g procurement decisions.3a “party” refers to a public official; the terms “benefit” and “obligation” relate to the procurement processor contract execution; and the “act or omission” is <strong>in</strong>tended to <strong>in</strong>fluence the procurement process or contractexecution.4“parties” refers to participants <strong>in</strong> the procurement process (<strong>in</strong>clud<strong>in</strong>g public officials) attempt<strong>in</strong>g to establishbid prices at artificial, non competitive levels.5a “party” refers to a participant <strong>in</strong> the procurement process or contract execution.19
37.2 Furthermore, <strong>Bid</strong>ders shall be aware of the provision stated <strong>in</strong> sub-clause 23.2 and 64 of the Conditions ofContract.20
SECTION 2:FORMS OF BID, QUALIFICATION INFORMATION AND LETTEROF ACCEPTANCETable of Forms:- CONTRACTOR’S BID- QUALIFICATION INFORMATION- LETTER OF ACCEPTANCE- NOTICE TO PROCEED WITH THE WORK- AGREEMENT FORM21
Contractor's <strong>Bid</strong>BID: Hawker's rehabilitation, beach amenities, landscap<strong>in</strong>g and allied works at <strong>Digha</strong>, West BengalTo : The Project DirectorState Project Management Unit, <strong>Integrated</strong> Coastal Zone Management Project,Institute of Environmental Studies & Wetland Management [the Employer]Address : DD-24, Sector 1, Salt Lake City, Kolkata, India___________________________________________________________________________ 6GENTLEMEN,Hav<strong>in</strong>g exam<strong>in</strong>ed the bidd<strong>in</strong>g documents <strong>in</strong>clud<strong>in</strong>g addendum, we offer to execute the Works described above <strong>in</strong>accordance with the Conditions of Contract, Specifications, Draw<strong>in</strong>gs and Bill of Quantities accompany<strong>in</strong>g this <strong>Bid</strong> <strong>for</strong>the Contract Price of _. ________ [<strong>in</strong> figures] (__________________________________________________) [<strong>in</strong>letters]. 7The advance Payment required is: Rupees ________________.We accept the appo<strong>in</strong>tment of Sri Paritosh Mitra (retd. Chief Eng<strong>in</strong>eer) as the Adjudicator.(OR)We do not accept the appo<strong>in</strong>tment of SriSri Paritosh Mitra (retd. Chief Eng<strong>in</strong>eer) as the Adjudicator and propose <strong>in</strong>stead that _______________________ beappo<strong>in</strong>ted as Adjudicator whose daily fees and biographical data are attached.This <strong>Bid</strong> and your written acceptance of it shall constitute a b<strong>in</strong>d<strong>in</strong>g contract between us. We understand that you arenot bound to accept the lowest or any <strong>Bid</strong> you receive.We hereby certify that we have taken steps to ensure that no person act<strong>in</strong>g <strong>for</strong> us or on our behalf will engage <strong>in</strong>bribery.We also undertake that, <strong>in</strong> compet<strong>in</strong>g <strong>for</strong> (and, if the award is made to us, <strong>in</strong> execut<strong>in</strong>g) the above contract, we willstrictly observe the laws aga<strong>in</strong>st fraud and corruption <strong>in</strong> <strong>for</strong>ce <strong>in</strong> India namely “Prevention of Corruption Act 1988”.Commissions or gratuities, if any, paid or to be paid by us to agents relat<strong>in</strong>g to this <strong>Bid</strong>, and to contract execution if weare awarded the contract, are listed below :Name and address of agent Amount Purpose of Commission or gratuity______________________ ________ __________________________________________________ ________ __________________________________________________ ________ ____________________________(if none, state “none”)3 To be filled <strong>in</strong> by the <strong>Bid</strong>der, together with his particulars and date of submission at the bottom of the Form of <strong>Bid</strong>.22
We hereby confirm that this <strong>Bid</strong> complies with the Eligibility, <strong>Bid</strong> Validity and <strong>Bid</strong> Security required by the <strong>Bid</strong>d<strong>in</strong>gdocuments.Yours faithfully,Authorized Signature:Name & Title of Signatory: _________________________________________________________________Name of <strong>Bid</strong>derAddress: ______________________________________________: __________________________________________________________________23
Qualification In<strong>for</strong>mationThe <strong>in</strong><strong>for</strong>mation to be filled <strong>in</strong> by the <strong>Bid</strong>der <strong>in</strong> the follow<strong>in</strong>g pages will be used <strong>for</strong> purposes of post qualification asprovided <strong>for</strong> <strong>in</strong> Clause 4 of the Instructions to <strong>Bid</strong>ders. This <strong>in</strong><strong>for</strong>mation will not be <strong>in</strong>corporated <strong>in</strong> the Contract.1. For Individual <strong>Bid</strong>ders1.1 Constitution or legal status of <strong>Bid</strong>der[Attach copy]Place of registration:Pr<strong>in</strong>cipal place of bus<strong>in</strong>ess:______________________________________________________________Power of attorney of signatory of <strong>Bid</strong>[Attach]1.2 Total value of Civil Eng<strong>in</strong>eer<strong>in</strong>g construction workexecuted and payment received <strong>in</strong> the last five years.**(<strong>in</strong> Rs.Lakh)2008-2009_____________________β2009-2010_____________________2010-2011_____________________2011-2012_____________________2012-2013_____________________1.3.1 Work per<strong>for</strong>med as prime contractor (<strong>in</strong> the same name) on works of a similar nature over the last five years.**____________________________________________________________________________________________ProjectNameNameof theEmployer*DescriptionofworkContractNo.Value ofcontract(Rs.Million)Date ofissue ofworkorderStipulatedperiod ofcompletionActual dateofcompletion*Remarksexpla<strong>in</strong><strong>in</strong>greasons <strong>for</strong>delay andworkcompleted________________________________________________________________________________________________________________________________________________________________________________________1.3.2 Quantities of work executed as prime contractor (<strong>in</strong> the same name and style) <strong>in</strong> the last five years: **Year Name Name Quantity of work per<strong>for</strong>med (cum) @ Remarks *2008-20092009-20102010-20112011-20122012-2013of theWorkof theEmployer*Cement concrete(<strong>in</strong>clud<strong>in</strong>gRCC&PCC)MasonryworkE/works*Attach certificate(s) from the Eng<strong>in</strong>eer(s)-<strong>in</strong>-Charge@The item of work <strong>for</strong> which data is requested should tally with that specified <strong>in</strong> ITB clause 4.5A(c).(<strong>in</strong>dicate contract Ref)24
** immediately preced<strong>in</strong>g the f<strong>in</strong>ancial year <strong>in</strong> which bids are received.β Attach certificate from CharteredAccountant.1.4 In<strong>for</strong>mation on <strong>Bid</strong> Capacity (works <strong>for</strong> which bids have been submitted and works which are yet to becompleted) as on the date of this bid.(A)Exist<strong>in</strong>g commitments and on-go<strong>in</strong>g works:____________________________________________________________________________________________Description Place Contract No. Name Value of Stipulated Value of works* Anticipatedof & & Date and Contract period of rema<strong>in</strong><strong>in</strong>g to be date ofWork State Address (Rs. million) completion completed completionof Employer(Rs. million)(1) (2) (3) (4) (5) (6) (7) (8)______________________________________________________________________________________________________________________________________________________________________________________(B) Works <strong>for</strong> which bids already submitted:____________________________________________________________________________________________Description Place Name and Estimated Stipulated Date when Remarksof & Address of value of works period of decision is if anyWork State Employer (Rs. million) completion expected(1) (2) (3) (4) (5) (6) (7)* Attach certificate(s) from the Eng<strong>in</strong>eer(s)-<strong>in</strong>-Charge.1.5 The follow<strong>in</strong>g items of Contractor's Equipment are essential <strong>for</strong> carry<strong>in</strong>g out the Works. The <strong>Bid</strong>der should listall the <strong>in</strong><strong>for</strong>mation requested below. Refer also to Sub Clause 4.3 (d) of the Instructions to <strong>Bid</strong>ders._______________________________________________________________________________________Item of Requirement Availability proposals Remarksequipment No. Capacity Owned/leased/ Nos/ Age/ (From whom to beto be procured capacity condition purchased)_______________________________________________________________________________________Concrete Mixture * * * * * * *Excavator * * * * * * *Needle vibrator and plate vibratorTruck/Tipper5 H.P water pump_______________________________________________________________________________________25
1.6 Qualifications and experience of key personnel proposed <strong>for</strong> adm<strong>in</strong>istration and execution of the Contract.Attach biographical data. Refer also to Sub Clause 4.3 (e) and 4.5 (B) (b) of <strong>in</strong>structions to <strong>Bid</strong>ders and SubClause 9.1 of the Conditions of Contract._______________________________________________________________________________________Years of Years of experience <strong>in</strong>Position Name Qualifications experience the proposed position(general)_______________________________________________________________________________________Project Manager * * * ** * * * ** * * * ** * * * *etc._______________________________________________________________________________________1.7 Proposed subcontracts and firms <strong>in</strong>volved. [Refer ITB Clause 4.3 (j)]_______________________________________________________________________________________Sections Value of Sub-contractor Experience <strong>in</strong>of the works Sub-contract (name and address) similar work_______________________________________________________________________________________* * * ** ** * * ** ** * * ** *______________________________________________________________________________________1.8 F<strong>in</strong>ancial reports <strong>for</strong> the last five years: balance sheets, profit and loss statements, auditors' reports (<strong>in</strong> case ofcompanies/corporation), etc. List them below and attach copies.1.9 Evidence of access to f<strong>in</strong>ancial resources to meet the qualification requirements: cash <strong>in</strong> hand, l<strong>in</strong>es of credit,etc. List them below and attach copies of support documents [sample <strong>for</strong>mat attached].1.10. Name, address, and telephone, telex, and fax numbers of the <strong>Bid</strong>ders' bankers who may provide references ifcontacted by the Employer.1.11 In<strong>for</strong>mation on litigation history <strong>in</strong> which the <strong>Bid</strong>der is <strong>in</strong>volved.__________________________________________________________________________________Other party(ies) Employer Cause of dispute Amount <strong>in</strong>volved Remarks show<strong>in</strong>gpresent status____________________________________________________________________________________________________________________________________________________________________26
1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the <strong>in</strong>structions to <strong>Bid</strong>ders._____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________1.13 Proposed work method and schedule. The <strong>Bid</strong>der should attach descriptions, draw<strong>in</strong>gs and charts as necessary tocomply with the requirements of the <strong>Bid</strong>d<strong>in</strong>g documents. [Refer ITB Clause 4.1 and 4.3 (k)].2. Jo<strong>in</strong>t Ventures - Deleted3. Additional Requirements3.1 <strong>Bid</strong>ders should provide any additional <strong>in</strong><strong>for</strong>mation required to fulfill the requirements of Clause 4 of theInstructions to the <strong>Bid</strong>ders, if applicable.____________________________________________________________________________________________SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES –*CLAUSE 4.5 [B] [c] OF ITBBANK CERTIFICATEThis is to certify that M/s. …………………………… is a reputed company with a good f<strong>in</strong>ancial stand<strong>in</strong>g.If the contract <strong>for</strong> the work, namely …………………………………………………………. [funded by the WorldBank] is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………to meet their work<strong>in</strong>g capital requirements <strong>for</strong> execut<strong>in</strong>g the above contract.__ Sd. __Name of BankSenior Bank ManagerAddress of the Bank27
<strong>Integrated</strong> Coastal Zone Management ProjectForm ……….(Declaration regard<strong>in</strong>g customs/excise duty exemption <strong>for</strong> materials/construction equipment bought <strong>for</strong> the work)(<strong>Bid</strong>der’s Name and Address)To: ………………………(Name of the Employer)Dear Sir:Re: [Name of Work]………………………… -Certificate <strong>for</strong> Import/Procurement of Goods/Construction Equipment1. We confirm that we are solely responsible <strong>for</strong> obta<strong>in</strong><strong>in</strong>g customs/excise duty waivers which we have considered<strong>in</strong> our bid and <strong>in</strong> case of failure to receive such waivers <strong>for</strong> reasons whatsoever, the Employer will notcompensate us.2. We are furnish<strong>in</strong>g below the <strong>in</strong><strong>for</strong>mation required by the Employer <strong>for</strong> issue of the necessary certificates <strong>in</strong>terms of the Government of India Central Excise Notification No. 108/95 and Customs Notification No. 85/99.3. The goods/construction equipment <strong>for</strong> which certificates are required are as under:ItemsMake/BrandNameCapacity[whereapplicable]Quantity Value State whether it willbe procured locallyor imported [if sofrom which country]GoodsRemarks regard<strong>in</strong>gjustification <strong>for</strong> thequantity and theirusage <strong>in</strong> works[a][b]Construction Equipment[a][b][c][d]4. We agree that no modification to the above list is permitted after bids are opened.5. We agree that the certificate will be issued only to the extent considered reasonable by the Employer <strong>for</strong> thework, based on the Bill of Quantities and the construction program and methodology as furnished by us alongwith the bid.6. We confirm that the above goods will be exclusively used <strong>for</strong> the construction of the above work andconstruction equipment will not be sold or otherwise disposed of <strong>in</strong> any manner <strong>for</strong> a period of five years fromthe date of acquisition.Date: ___________________Place: __________________(Signature) ____________________(Pr<strong>in</strong>ted Name) _________________(Designation) __________________(Common Seal) ________________This certificate will be issued with<strong>in</strong> 60 days of sign<strong>in</strong>g of contract and no subsequent changes will be permitted.28
Letter of Acceptance(letterhead paper of the Employer)________________________[date]To: _________________________________________________________________________[name and address ofthe Contractor]Dear Sirs,This is to notify you that your <strong>Bid</strong> dated _______________________________<strong>for</strong> execution of the ___________________________________________________________________________________ [name of the contract and identificationnumber, as given <strong>in</strong> the Instructions to <strong>Bid</strong>ders] <strong>for</strong> the Contract Price of Rupees____________________________[amount <strong>in</strong> words and figures], as corrected and modified <strong>in</strong> accordance with the Instructions to <strong>Bid</strong>ders 1 is herebyaccepted by our Agency.[OR]We accept/do not accept that __________________________ be appo<strong>in</strong>ted as the Adjudicator 2 .We note that as per bid, you do not <strong>in</strong>tend to subcontract any component of work.We note that as per bid, you propose to employ M/s. .......................................... as sub-contractor <strong>for</strong> execut<strong>in</strong>g….........................................[Delete whichever is not applicable]hYou are hereby requested to furnish Per<strong>for</strong>mance Security, plus additional security <strong>for</strong> unbalanced bids<strong>in</strong> terms of ITB clause 29.5, <strong>in</strong> the <strong>for</strong>m detailed <strong>in</strong> Para 34.1 of ITB <strong>for</strong> an amount of Rs.————— with<strong>in</strong> 21 daysof the receipt of this letter of acceptance valid upto 28 days from the date of expiry of Defects Liability Period i.e. upto........... and sign the contract, fail<strong>in</strong>g which action as stated <strong>in</strong> Para 34.3 of ITB will be taken.We have reviewed the construction methodology submitted by you along with the bid <strong>in</strong> response to ITB Clause4.3[k] and our comments are given <strong>in</strong> the attachment. You are requested to submit a revised program <strong>in</strong>clud<strong>in</strong>genvironmental management plan as per Clause 27 of General Conditions of Contract with<strong>in</strong> 14 days of receipt of thisletter.Yours faithfully,Authorized SignatureName and Title of SignatoryName of Agency1 Delete "corrected and" or "and modified" if only one of these actions applies. Delete "as corrected and modified<strong>in</strong> accordance with the Instructions to <strong>Bid</strong>ders" if corrections or modifications have not been effected.29
2To be used only if the Contractor disagrees <strong>in</strong> his <strong>Bid</strong> with the Adjudicator proposed by the Employer <strong>in</strong> the"Instructions to <strong>Bid</strong>ders."30
Issue of Notice to proceed with the work(letterhead of the Employer)To————— (date)—————————————— (name and address of the Contractor)————————————————————————————Dear Sirs:Pursuant to your furnish<strong>in</strong>g the requisite security as stipulated <strong>in</strong> ITB clause 34.1 and sign<strong>in</strong>g ofthe contract agreement <strong>for</strong> the Construction of --------------------------------@ a <strong>Bid</strong> Price of Rs.---------------------, you are hereby <strong>in</strong>structed to proceed with the execution of thesaid works <strong>in</strong> accordance with the contract documents.Yours faithfully,(Signature, name and title ofsignatory authorized to sign onbehalf of Employer)31
Agreement FormAgreementThis agreement, made the ___________________ day of ______________ 20_____, between [name and address ofEmployer] (here<strong>in</strong>after called “the Employer)” of the one part and______________________________________________________________________________________________________________________________________________________________________________________________[name and address of contractor] (here<strong>in</strong>after called“the Contractor” ) of the other part.Whereas the Employer is desirous that the Contractor execute _ [name and identification number of Contract](here<strong>in</strong>after called “the Works”) and the Employer has accepted the <strong>Bid</strong> by the Contractor <strong>for</strong> the execution andcompletion of such Works and the remedy<strong>in</strong>g of any defects there<strong>in</strong>, at a contract price of Rs.__________________________NOW THIS AGREEMENT WITNESSETH as follows:1. In this Agreement, words and expression shall have the same mean<strong>in</strong>gs as are respectively assigned to them <strong>in</strong> theConditions of Contract here<strong>in</strong>after referred to, and they shall be deemed to <strong>for</strong>m and be read and construed as partof this Agreement.2. In consideration of the payments to be made by the Employer to the Contractor as here<strong>in</strong>after mentioned, theContractor hereby covenants with the Employer to execute and complete the Works and remedy any defectsthere<strong>in</strong> <strong>in</strong> con<strong>for</strong>mity <strong>in</strong> all aspects with the provisions of the Contract.3. The Employer hereby covenants to pay the Contractor <strong>in</strong> consideration of the execution and completion of theWorks and the remedy<strong>in</strong>g the defects where<strong>in</strong> the Contract Price or such other sum as may become payable underthe provisions of the Contract at the times and <strong>in</strong> the manner prescribed by the Contract.4. The follow<strong>in</strong>g documents shall be deemed to <strong>for</strong>m and be read and construed as part of this Agreement, viz.:i) Letter of Acceptance;ii) Notice to proceed with the works;iii) Contractor’s <strong>Bid</strong>;iv) Contract Data;v) Conditions of contract (<strong>in</strong>clud<strong>in</strong>g Special Conditions of Contract);vi) Specifications;vii) Draw<strong>in</strong>gs;viii) Bill of Quantities; andix) Any other document listed <strong>in</strong> the Contract Data as <strong>for</strong>m<strong>in</strong>g part of the contract.32
In witness whereof the parties thereto have caused this Agreement to be executed the day and year first be<strong>for</strong>e written.The Common Seal of____________________________________________________________was hereunto affixed <strong>in</strong> the presence of:Signed, Sealed and Delivered by the said ___________________________________________________________________________________________________________________________________________________________________________________________________________________________<strong>in</strong> the presence of:B<strong>in</strong>d<strong>in</strong>g Signature of Employer_________________________________________________ ___B<strong>in</strong>d<strong>in</strong>g Signature of Contractor_____________________________________________________33
SECTION 3: CONDITIONS OF CONTRACT34
Conditions of ContractTable of ContentsA. General Page No. C. Quality Control Page No.1. Def<strong>in</strong>itions 33 33. Identify<strong>in</strong>g Defects 402. Interpretation 34 34. Tests 403. Language and Law 35 35. Correction of Defects 404. Eng<strong>in</strong>eer's Decisions 35 36. Uncorrected Defects 405. Delegation 356. Communications 357. Subcontract<strong>in</strong>g 35 D. Cost Control8. Other Contractors 35 37. Bill of Quantities 409. Personnel 38. Changes <strong>in</strong> the Quantities 4010. Employer’s & Contractor's Risks 36 39. Variations 4011. Employer's Risks 36 40. Payments <strong>for</strong> Variations 4112. Contractor’s Risks 36 41. Cash Flow Forecasts 4113. Insurance 36 42. Payment Certificates 4114. Site Investigation Reports 37 43. Payments 4215. Queries about the Contract 44. Compensation Events 42Data 37 45. Tax 4316. Contractor to Construct the 46. Currencies 43Works 37 47. Price Adjustments 4317. The Works to Be Completed by 48. Retention 44the Intended Completion Date 37 49. Liquidated Damages 4418. Approval by the Eng<strong>in</strong>eer 37 50. Bonus 4419. Safety 37 51. Advance Payment 4420. Discoveries 37 52. Securities 4521. Possession of the Site 37 53. Dayworks 4522. Access to the Site 38 54. Cost of Repairs 4523. Instructions 3824. Disputes 3825. Procedure <strong>for</strong> Disputes 38 E. F<strong>in</strong>ish<strong>in</strong>g the Contract26. Replacement of Adjudicator 3855. Completion 45B. Time Control 56. Tak<strong>in</strong>g Over 4527. Program 38 57. F<strong>in</strong>al Account 4528. Extension of the Intended 58. Operat<strong>in</strong>g and Ma<strong>in</strong>tenance Manuals 45Completion Date 39 59. Term<strong>in</strong>ation 4529. Acceleration 39 60. Payment upon Term<strong>in</strong>ation 4630. Delays Ordered by the 61. Property 47Eng<strong>in</strong>eer 39 62. Release from Per<strong>for</strong>mance 4731. Management Meet<strong>in</strong>gs 39 63. Suspension of World Bank Loan 4732. Early Warn<strong>in</strong>g 39 or CreditF. Special Conditions of Contract 4835
Conditions of ContractA. General1. Def<strong>in</strong>itions1.1 Terms which are def<strong>in</strong>ed <strong>in</strong> the Contract Data are not also def<strong>in</strong>ed <strong>in</strong> the Conditions of Contract but keeptheir def<strong>in</strong>ed mean<strong>in</strong>gs. Capital <strong>in</strong>itials are used to identify def<strong>in</strong>ed terms.The Adjudicator is the person appo<strong>in</strong>ted jo<strong>in</strong>tly by the Employer and the Contractor to resolve disputes<strong>in</strong> the first <strong>in</strong>stance, as provided <strong>for</strong> <strong>in</strong> Clauses 24 and 25. The name of the Adjudicator is def<strong>in</strong>ed <strong>in</strong> theContract Data.Bill of Quantities means the priced and completed Bill of Quantities <strong>for</strong>m<strong>in</strong>g part of the <strong>Bid</strong>.Compensation Events are those def<strong>in</strong>ed <strong>in</strong> Clause 44 hereunder.The Completion Date is the date of completion of the Works as certified by the Eng<strong>in</strong>eer <strong>in</strong> accordancewith Sub Clause 55.1.The Contract is the contract between the Employer and the Contractor to execute, complete andma<strong>in</strong>ta<strong>in</strong> the Works. It consists of the documents listed <strong>in</strong> Clause 2.3 below.The Contract Data def<strong>in</strong>es the documents and other <strong>in</strong><strong>for</strong>mation which comprise the Contract.The Contractor is a person or corporate body whose <strong>Bid</strong> to carry out the Works has been accepted bythe Employer.The Contractor's <strong>Bid</strong> is the completed <strong>Bid</strong>d<strong>in</strong>g document submitted by the Contractor to the Employer.The Contract Price is the price stated <strong>in</strong> the Letter of Acceptance and thereafter as adjusted <strong>in</strong>accordance with the provisions of the Contract..Days are calendar days; months are calendar months.A Defect is any part of the Works not completed <strong>in</strong> accordance with the Contract.The Defects Liability Period is the period named <strong>in</strong> the Contract Data and calculated from theCompletion Date.The Employer is the party who will employ the Contractor to carry out the Works.The Eng<strong>in</strong>eer is the person named <strong>in</strong> the Contract Data (or any other competent person appo<strong>in</strong>ted andnotified to the contractor to act <strong>in</strong> replacement of the Eng<strong>in</strong>eer) who is responsible <strong>for</strong> supervis<strong>in</strong>g theexecution of the works and adm<strong>in</strong>ister<strong>in</strong>g the Contract.Equipment is the Contractor's mach<strong>in</strong>ery and vehicles brought temporarily to the Site to construct theWorks.The Initial Contract Price is the Contract Price listed <strong>in</strong> the Employer's Letter of Acceptance36
The Intended Completion Date is the date on which it is <strong>in</strong>tended that the Contractor shall complete theWorks. The Intended Completion Date is specified <strong>in</strong> the Contract Data. The Intended Completion Datemay be revised only by the Eng<strong>in</strong>eer by issu<strong>in</strong>g an extension of time.Materials are all supplies, <strong>in</strong>clud<strong>in</strong>g consumables, used by the contractor <strong>for</strong> <strong>in</strong>corporation <strong>in</strong> theWorks.Plant is any <strong>in</strong>tegral part of the Works which is to have a mechanical, electrical, electronic or chemicalor biological function.The Site is the area def<strong>in</strong>ed as such <strong>in</strong> the Contract Data.Site Investigation Reports are those which were <strong>in</strong>cluded <strong>in</strong> the <strong>Bid</strong>d<strong>in</strong>g documents and are factual<strong>in</strong>terpretative reports about the surface and sub-surface conditions at the site.Specification means the Specification of the Works <strong>in</strong>cluded <strong>in</strong> the Contract and any modification oraddition made or approved by the Eng<strong>in</strong>eer.The Start Date is given <strong>in</strong> the Contract Data. It is the date when the Contractor shall commenceexecution of the works. It does not necessarily co<strong>in</strong>cide with any of the Site Possession Dates.A Subcontractor is a person or corporate body who has a Contract with the Contractor to carry out apart of the work <strong>in</strong> the Contract which <strong>in</strong>cludes work on the Site.Temporary Works are works designed, constructed, <strong>in</strong>stalled, and removed by the Contractor which areneeded <strong>for</strong> construction or <strong>in</strong>stallation of the Works.A Variation is an <strong>in</strong>struction given by the Eng<strong>in</strong>eer which varies the Works.The Works are what the Contract requires the Contractor to construct, <strong>in</strong>stall, and turn over to theEmployer, as def<strong>in</strong>ed <strong>in</strong> the Contract Data.2. Interpretation2.1 In <strong>in</strong>terpret<strong>in</strong>g these Conditions of Contract, s<strong>in</strong>gular also means plural, male also means female orneuter, and the other way around. Head<strong>in</strong>gs have no significance. Words have their normal mean<strong>in</strong>gunder the language of the Contract unless specifically def<strong>in</strong>ed. The Eng<strong>in</strong>eer will provide <strong>in</strong>structionsclarify<strong>in</strong>g queries about the Conditions of Contract.2.2 If sectional completion is specified <strong>in</strong> the Contract Data, references <strong>in</strong> the Conditions of Contract to theWorks, the Completion Date, and the Intended Completion Date apply to any Section of the Works(other than references to the Completion Date and Intended Completion date <strong>for</strong> the whole of theWorks).2.3 The documents <strong>for</strong>m<strong>in</strong>g the Contract shall be <strong>in</strong>terpreted <strong>in</strong> the follow<strong>in</strong>g order of priority:(1) Agreement(2) Letter of Acceptance, notice to proceed with the works(3) Contractor’s <strong>Bid</strong>(4) Contract Data37
(5) Conditions of Contract <strong>in</strong>clud<strong>in</strong>g Special Conditions of Contract(6) Specifications(7) Draw<strong>in</strong>gs3. Language and Law(8) Bill of Quantities and(9) any other document listed <strong>in</strong> the Contract Data as <strong>for</strong>m<strong>in</strong>g part of the Contract.3.1 The language of the Contract and the law govern<strong>in</strong>g the Contract are stated <strong>in</strong> the Contract Data.4. Eng<strong>in</strong>eer's Decisions4.1 Except where otherwise specifically stated, the Eng<strong>in</strong>eer-<strong>in</strong>-charge will decide contractual mattersbetween the Employer and the Contractor <strong>in</strong> the role represent<strong>in</strong>g the Employer.5. Delegation5.1 The Eng<strong>in</strong>eer may delegate any of his duties and responsibilities to other people except to theAdjudicator after notify<strong>in</strong>g the Contractor and may cancel any delegation after notify<strong>in</strong>g the Contractor.6. Communications6.1 Communications between parties which are referred to <strong>in</strong> the conditions are effective only when <strong>in</strong>writ<strong>in</strong>g. A notice shall be effective only when it is delivered (<strong>in</strong> terms of Indian Contract Act).7. Subcontract<strong>in</strong>g7.1 The Contractor may subcontract with the approval of the Eng<strong>in</strong>eer but may not assign the Contractwithout the approval of the Employer <strong>in</strong> writ<strong>in</strong>g. Subcontract<strong>in</strong>g does not alter the Contractor'sobligations.8. Other Contractors8.1 The Contractor shall cooperate and share the Site with other contractors, public authorities, utilities, andthe Employer between the dates given <strong>in</strong> the Schedule of Other Contractors. The Contractor shall asreferred to <strong>in</strong> the Contract Data, also provide facilities and services <strong>for</strong> them as described <strong>in</strong> theSchedule. The employer may modify the schedule of other contractors and shall notify the contractor ofany such modification.9. Personnel9.1 The Contractor shall employ the key personnel named <strong>in</strong> the Schedule of Key Personnel as referred to <strong>in</strong>the Contract Data to carry out the functions stated <strong>in</strong> the Schedule or other personnel approved by theEng<strong>in</strong>eer. The Eng<strong>in</strong>eer will approve any proposed replacement of key personnel only if theirqualifications, abilities, and relevant experience are substantially equal to or better than those of thepersonnel listed <strong>in</strong> the Schedule.9.2 If the Eng<strong>in</strong>eer asks the Contractor to remove a person who is a member of the Contractor’s staff or hiswork <strong>for</strong>ce stat<strong>in</strong>g the reasons the Contractor shall ensure that the person leaves the Site with<strong>in</strong> sevendays and has no further connection with the work <strong>in</strong> the Contract.38
10. Employer’s and Contractor's Risks10.1 The Employer carries the risks which this Contract states are Employer’s risks, and the Contractorcarries the risks which this Contract states are Contractor’s risks.11. Employer's Risks11.1 The Employer is responsible <strong>for</strong> the excepted risks which are (a) <strong>in</strong> so far as they directly affect theexecution of the Works <strong>in</strong> the Employer’s country, the risks of war, hostilities, <strong>in</strong>vasion, act of <strong>for</strong>eignenemies, rebellion, revolution, <strong>in</strong>surrection or military or usurped power, civil war, riot commotion ordisorder (unless restricted to the Contractor’s employees), and contam<strong>in</strong>ation from any nuclear fuel ornuclear waste or radioactive toxic explosive, or (b) a cause due solely to the design of the Works, otherthan the Contractor’s design.12. Contractor’s Risks12.1 All risks of loss of or damage to physical property and of personal <strong>in</strong>jury and death which arise dur<strong>in</strong>gand <strong>in</strong> consequence of the per<strong>for</strong>mance of the Contract other than the excepted risks are theresponsibility of the Contractor.13. Insurance13.1 The Contractor shall provide, <strong>in</strong> the jo<strong>in</strong>t names of the Employer and the Contractor, <strong>in</strong>surance coverfrom the Start Date to the end of the Defects Liability Period, <strong>in</strong> the amounts and deductibles stated <strong>in</strong>the Contract Data <strong>for</strong> the follow<strong>in</strong>g events which are due to the Contractor’s risks:(a)(b)(c)(d)loss of or damage to the Works, Plant and Materials;loss of or damage to Equipment;loss of or damage of property (except the Works, Plant, Materials and Equipment) <strong>in</strong> connectionwith the Contract; andpersonal <strong>in</strong>jury or death.13.2 Policies and certificates <strong>for</strong> <strong>in</strong>surance shall be delivered by the Contractor to the Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>for</strong>the Eng<strong>in</strong>eer’s approval be<strong>for</strong>e the Start Date. All such <strong>in</strong>surance shall provide <strong>for</strong> compensation to bepayable <strong>in</strong> the types and proportions of currencies required to rectify the loss or damage <strong>in</strong>curred.13.3 If the Contractor does not provide any of the policies and certificates required, the Employer may effectthe <strong>in</strong>surance which the Contractor should have provided and recover the premiums the Employer haspaid from payments otherwise due to the Contractor or, if no payment is due, the payment of thepremiums shall be a debt due.13.4 Alterations to the terms of an <strong>in</strong>surance shall not be made without the approval of the Eng<strong>in</strong>eer-<strong>in</strong>charge.13.5 Both parties shall comply with any conditions of the <strong>in</strong>surance policies.14. Site Investigation Reports14.1 The Contractor, <strong>in</strong> prepar<strong>in</strong>g the <strong>Bid</strong>, shall rely on any site Investigation Reports referred to <strong>in</strong> theContract Data, supplemented by any <strong>in</strong><strong>for</strong>mation available to the <strong>Bid</strong>der.15. Queries about the Contract Data15.1 The Eng<strong>in</strong>eer-<strong>in</strong>-charge will clarify queries on the Contract Data.39
16. Contractor to Construct the Works16.1 The Contractor shall construct and <strong>in</strong>stall the Works <strong>in</strong> accordance with the Specification and Draw<strong>in</strong>gs,and as per <strong>in</strong>structions of Eng<strong>in</strong>eer.17. The Works to Be Completed by the Intended Completion Date17.1 The Contractor may commence execution of the Works on the Start Date and shall carry out the Works<strong>in</strong> accordance with the program submitted by the Contractor, as updated with the approval of theEng<strong>in</strong>eer-<strong>in</strong>-charge, and complete them by the Intended Completion Date.18. Approval by the Eng<strong>in</strong>eer18.1 The Contractor shall submit Specifications and Draw<strong>in</strong>gs show<strong>in</strong>g the proposed Temporary Works tothe Eng<strong>in</strong>eer-<strong>in</strong>-charge, who is to approve them if they comply with the Specifications and Draw<strong>in</strong>gs.18.2 The Contractor shall be responsible <strong>for</strong> design of Temporary Works.18.3 The approval of Eng<strong>in</strong>eer-<strong>in</strong>-charge shall not alter the Contractor's responsibility <strong>for</strong> design of theTemporary Works.18.4 The Contractor shall obta<strong>in</strong> approval of third parties to the design of the Temporary Works whererequired.18.5 All Draw<strong>in</strong>gs prepared by the Contractor <strong>for</strong> the execution of the temporary or permanent Works, aresubject to prior approval by the Eng<strong>in</strong>eer-<strong>in</strong>-charge be<strong>for</strong>e their use.19. Safety19.1 The Contractor shall be responsible <strong>for</strong> the safety of all activities on the Site.20. Discoveries20.1 Anyth<strong>in</strong>g of historical or other <strong>in</strong>terest or of significant value unexpectedly discovered on the Site is theproperty of the Employer. The Contractor is to notify the Eng<strong>in</strong>eer-<strong>in</strong>-charge of such discoveries andcarry out the <strong>in</strong>structions of Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>for</strong> deal<strong>in</strong>g with them.21. Possession of the Site21.1 The Employer shall give possession of all parts of the Site to the Contractor. If possession of a part is notgiven by the date stated <strong>in</strong> the Contract Data the Employer is deemed to have delayed the start of therelevant activities and this will be Compensation Event.22. Access to the Site22.1 The Contractor shall allow the Eng<strong>in</strong>eer-<strong>in</strong>-charge and any person authorized by the Eng<strong>in</strong>eer-<strong>in</strong>-chargeaccess to the Site, to any place where work <strong>in</strong> connection with the Contract is be<strong>in</strong>g carried out or is<strong>in</strong>tended to be carried out and to any place where materials or plant are be<strong>in</strong>g manufactured / fabricated /assembled <strong>for</strong> the works.23. Instructions23.1 The Contractor shall carry out all <strong>in</strong>structions of the Eng<strong>in</strong>eer-<strong>in</strong> charge which comply with the applicable lawswhere the Site is located.23.2 The Contractor shall permit the Bank and/or persons appo<strong>in</strong>ted by the Bank to <strong>in</strong>spect the Site and/orthe accounts and records of the Contractor and its subcontractors relat<strong>in</strong>g to the per<strong>for</strong>mance of the Contract,and to have such accounts and records audited by auditors appo<strong>in</strong>ted by the Bank if required by the Bank.40
24. DisputesThe Contractor’s attention is drawn to Clause 64 [Corrupt or Fraudulent Practices] which provides, <strong>in</strong>ter alia,that acts <strong>in</strong>tended to materially impede the exercise of the Bank’s <strong>in</strong>spection and audit rights provided <strong>for</strong>under Sub-Clause 23.2 constitute a prohibited practice subject to contract term<strong>in</strong>ation (as well as to adeterm<strong>in</strong>ation of <strong>in</strong>eligibility under the Procurement Guidel<strong>in</strong>es).”24.1 If the Contractor believes that a decision taken by the Eng<strong>in</strong>eer-<strong>in</strong>-charge was either outside the authoritygiven to the Eng<strong>in</strong>eer-<strong>in</strong>-charge by the Contract or that the decision was wrongly taken, the decision shallbe referred to the Adjudicator with<strong>in</strong> 14 days of the notification of the decision of Eng<strong>in</strong>eer-<strong>in</strong>-charge.25. Procedure <strong>for</strong> Disputes25.1 The Adjudicator shall give a decision <strong>in</strong> writ<strong>in</strong>g with<strong>in</strong> 28 days of receipt of a notification of a dispute.25.2 The Adjudicator shall be paid daily at the rate specified <strong>in</strong> the Contract Data together with reimbursableexpenses of the types specified <strong>in</strong> the Contract Data and the cost shall be divided equally between theEmployer and the Contractor, whatever decision is reached by the Adjudicator. Either party may refer adecision of the Adjudicator to an Arbitrator with<strong>in</strong> 28 days of the Adjudicator's written decision. Ifneither party refers the dispute to arbitration with<strong>in</strong> the above 28 days, the Adjudicator's decision will bef<strong>in</strong>al and b<strong>in</strong>d<strong>in</strong>g.25.3 The arbitration shall be conducted <strong>in</strong> accordance with the arbitration procedure stated <strong>in</strong> the SpecialConditions of Contract.26. Replacement of Adjudicator26.1 Should the Adjudicator resign or die, or should the Employer and the Contractor agree that theAdjudicator is not fulfill<strong>in</strong>g his functions <strong>in</strong> accordance with the provisions of the Contract, a newAdjudicator will be jo<strong>in</strong>tly appo<strong>in</strong>ted by the Employer and the Contractor. In case of disagreementbetween the Employer and the Contractor, with<strong>in</strong> 30 days, the Adjudicator shall be designated by theAppo<strong>in</strong>t<strong>in</strong>g Authority designated <strong>in</strong> the Contract Data at the request of either party, with<strong>in</strong> 14 days ofreceipt of such request.B. Time Control27. Program27.1 With<strong>in</strong> the time stated <strong>in</strong> the Contract Data the Contractor shall submit to the Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>for</strong>approval a program <strong>in</strong>clud<strong>in</strong>g Environmental Management Plan show<strong>in</strong>g the general methods,arrangements, order, and tim<strong>in</strong>g <strong>for</strong> all the activities <strong>in</strong> the Works along with monthly cash flow <strong>for</strong>ecast.27.2 An update of the program shall be a program show<strong>in</strong>g the actual progress achieved on each activity andthe effect of the progress achieved on the tim<strong>in</strong>g of the rema<strong>in</strong><strong>in</strong>g work <strong>in</strong>clud<strong>in</strong>g any changes to thesequence of the activities.27.3 The Contractor shall submit to the Eng<strong>in</strong>eer, <strong>for</strong> approval, an updated program at <strong>in</strong>tervals no longerthan the period stated <strong>in</strong> the Contract Data. If the Contractor does not submit an updated program with<strong>in</strong>this period, the Eng<strong>in</strong>eer-<strong>in</strong>-charge may withhold the amount stated <strong>in</strong> the Contract Data from the nextpayment certificate and cont<strong>in</strong>ue to withhold this amount until the next payment after the date on whichthe overdue program has been submitted.27.4 The approval of the program by Eng<strong>in</strong>eer-<strong>in</strong>-charge shall not alter the Contractor's obligations. TheContractor may revise the program and submit it to the Eng<strong>in</strong>eer-<strong>in</strong>-charge aga<strong>in</strong> at any time. A revisedprogram is to show the effect of Variations and Compensation Events.28. Extension of the Intended Completion Date41
28.1 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall extend the Intended Completion Date if a Compensation Event occurs or aVariation is issued which makes it impossible <strong>for</strong> Completion to be achieved by the Intended CompletionDate without the Contractor tak<strong>in</strong>g steps to accelerate the rema<strong>in</strong><strong>in</strong>g work and which would cause theContractor to <strong>in</strong>cur additional cost.28.2 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall decide whether and by how much to extend the Intended Completion Datewith<strong>in</strong> 21 days of the Contractor ask<strong>in</strong>g the Eng<strong>in</strong>eer <strong>for</strong> a decision upon the effect of a Compensation Eventor Variation and submitt<strong>in</strong>g full support<strong>in</strong>g <strong>in</strong><strong>for</strong>mation. If the Contractor has failed to give early warn<strong>in</strong>g ofa delay or has failed to cooperate <strong>in</strong> deal<strong>in</strong>g with a delay, the delay by this failure shall not be considered <strong>in</strong>assess<strong>in</strong>g the new Intended Completion Date.29. Deleted30. Delays Ordered by the Eng<strong>in</strong>eer-<strong>in</strong>-charge30.1 The Eng<strong>in</strong>eer-<strong>in</strong>-charge may <strong>in</strong>struct the Contractor to delay the start or progress of any activity with<strong>in</strong> theWorks.31. Management Meet<strong>in</strong>gs31.1 Either the Eng<strong>in</strong>eer-<strong>in</strong>-charge or the Contractor may require the other to attend a management meet<strong>in</strong>g. Thebus<strong>in</strong>ess of a management meet<strong>in</strong>g shall be to review the plans <strong>for</strong> rema<strong>in</strong><strong>in</strong>g work and to deal with mattersraised <strong>in</strong> accordance with the early warn<strong>in</strong>g procedure.31.2 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall record the bus<strong>in</strong>ess of management meet<strong>in</strong>gs and is to provide copies of hisrecord to those attend<strong>in</strong>g the meet<strong>in</strong>g and to the Employer. The responsibility of the parties <strong>for</strong> actions to betaken is to be decided by the Eng<strong>in</strong>eer-<strong>in</strong>-charge either at the management meet<strong>in</strong>g or after the managementmeet<strong>in</strong>g and stated <strong>in</strong> writ<strong>in</strong>g to all who attended the meet<strong>in</strong>g.32. Early Warn<strong>in</strong>g32.1 The Contractor is to warn the Eng<strong>in</strong>eer-<strong>in</strong>-charge at the earliest opportunity of specific likely future events orcircumstances that may adversely affect the quality of the work, <strong>in</strong>crease the Contract Price or delay theexecution of works. The Eng<strong>in</strong>eer-<strong>in</strong>-charge may require the Contractor to provide an estimate of theexpected effect of the future event or circumstance on the Contract Price and Completion Date. The estimateis to be provided by the Contractor as soon as reasonably possible.32.2 The Contractor shall cooperate with the Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>in</strong> mak<strong>in</strong>g and consider<strong>in</strong>g proposals <strong>for</strong> how theeffect of such an event or circumstance can be avoided or reduced by anyone <strong>in</strong>volved <strong>in</strong> the work and <strong>in</strong>carry<strong>in</strong>g out any result<strong>in</strong>g <strong>in</strong>struction of the Eng<strong>in</strong>eer.33. Identify<strong>in</strong>g DefectsC. Quality Control34. Tests33.1 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall check the Contractor's work and notify the Contractor of any Defects thatare found. Such check<strong>in</strong>g shall not affect the Contractor's responsibilities. The Eng<strong>in</strong>eer-<strong>in</strong>-charge may<strong>in</strong>struct the Contractor to search <strong>for</strong> a Defect and to uncover and test any work that the Eng<strong>in</strong>eer-<strong>in</strong>chargeconsiders may have a Defect.33.2 The contractor shall permit the Employer’s Technical auditor to check the contractor’s work and notifythe Eng<strong>in</strong>eer-<strong>in</strong>-charge and Contractor of any defects that are found. Such a check shall not affect theContractor’s or the Eng<strong>in</strong>eer-<strong>in</strong>-charge’s responsibility as def<strong>in</strong>ed <strong>in</strong> the Contract Agreement.42
34.1 If the Eng<strong>in</strong>eer-<strong>in</strong>-charge r <strong>in</strong>structs the Contractor to carry out a test not specified <strong>in</strong> the Specification tocheck whether any work has a Defect and the test shows that it does, the Contractor shall pay <strong>for</strong> the testand any samples. If there is no Defect the test shall be a Compensation Event.35. Correction of Defects35.1 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall give notice to the Contractor of any Defects be<strong>for</strong>e the end of the DefectsLiability Period, which beg<strong>in</strong>s at Completion and is def<strong>in</strong>ed <strong>in</strong> the Contract Data. The Defects LiabilityPeriod shall be extended <strong>for</strong> as long as Defects rema<strong>in</strong> to be corrected.35.2 Every time notice of a Defect is given, the Contractor shall correct the notified Defect with<strong>in</strong> the lengthof time specified by the Eng<strong>in</strong>eer’s notice.36. Uncorrected Defects36.1 If the Contractor has not corrected a Defect with<strong>in</strong> the time specified <strong>in</strong> the Eng<strong>in</strong>eer’s notice, theEng<strong>in</strong>eer will assess the cost of hav<strong>in</strong>g the Defect corrected, and the Contractor will pay this amount.Note: Where <strong>in</strong> certa<strong>in</strong> cases, the technical specifications provide <strong>for</strong> acceptance of works with<strong>in</strong> specifiedtolerance limits at reduced rates, Eng<strong>in</strong>eer will certify payments to Contractor accord<strong>in</strong>gly.37. Bill of QuantitiesD. Cost Control37.1 The Bill of Quantities shall conta<strong>in</strong> items <strong>for</strong> the construction, <strong>in</strong>stallation, test<strong>in</strong>g, and commission<strong>in</strong>gwork to be done by the contractor .37.2 The Bill of Quantities is used to calculate the Contract Price. The Contractor is paid <strong>for</strong> the quantity ofthe work done at the rate <strong>in</strong> the Bill of Quantities <strong>for</strong> each item.38. Changes <strong>in</strong> the Quantities38.1 If the f<strong>in</strong>al quantity of the work done differs from the quantity <strong>in</strong> the Bill of Quantities <strong>for</strong> the particularitem by more than 25 percent, provided the change exceeds 1% of Initial Contract Price, the Eng<strong>in</strong>eershall adjust the rate to allow <strong>for</strong> the change.38.2 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall not adjust rates <strong>for</strong> changes <strong>in</strong> quantities if thereby the Initial ContractPrice is exceeded by more than 15 percent, except with the Prior approval of the Employer.38.3 If requested by the Eng<strong>in</strong>eer-<strong>in</strong>-charge, the Contractor shall provide the Eng<strong>in</strong>eer-<strong>in</strong>-charge with adetailed cost breakdown of any rate <strong>in</strong> the Bill of Quantities.39. Variations39.1 All Variations shall be <strong>in</strong>cluded <strong>in</strong> updated Programmes produced by the Contractor.40. Payments <strong>for</strong> Variations40.1 The Contractor shall provide the Eng<strong>in</strong>eer-<strong>in</strong>-charge with a quotation (with breakdown of unit rates) <strong>for</strong>carry<strong>in</strong>g out the Variation when requested to do so by the Eng<strong>in</strong>eer-<strong>in</strong>-charge. The Eng<strong>in</strong>eer-<strong>in</strong>-chargeshall assess the quotation, which shall be given with<strong>in</strong> seven days of the request or with<strong>in</strong> any longerperiod stated by the Eng<strong>in</strong>eer-<strong>in</strong>-charge and be<strong>for</strong>e the Variation is ordered.40.2 If the work <strong>in</strong> the Variation corresponds with an item description <strong>in</strong> the Bill of Quantities and if, <strong>in</strong> theop<strong>in</strong>ion of the Eng<strong>in</strong>eer, the quantity of work above the limit stated <strong>in</strong> Sub Clause 38.1 or the tim<strong>in</strong>g ofits execution do not cause the cost per unit of quantity to change, the rate <strong>in</strong> the bill of Quantities shall beused to calculate the value of the Variation. If the cost per unit of quantity changes, or if the nature or43
tim<strong>in</strong>g of the work <strong>in</strong> the Variation does not correspond with items <strong>in</strong> the Bill of Quantities, the quotationby the Contractor shall be <strong>in</strong> <strong>for</strong>m of new rates <strong>for</strong> the relevant items of work.40.3 If the Contractor's quotation is unreasonable (or if the contractor fails to provide the Eng<strong>in</strong>eer-<strong>in</strong>-chargewith a quotation with<strong>in</strong> a reasonable time specified by the eng<strong>in</strong>eer <strong>in</strong> accordance with Clause 40.1), theEng<strong>in</strong>eer-<strong>in</strong>-charge may order the Variation and make a change to the Contract Price which shall bebased on Eng<strong>in</strong>eer-<strong>in</strong>-charge’s own <strong>for</strong>ecast of the effects of the Variation on the Contractor's costs.40.4 If the Eng<strong>in</strong>eer-<strong>in</strong>-charge decides that the urgency of vary<strong>in</strong>g the work would prevent a quotation be<strong>in</strong>ggiven and considered without delay<strong>in</strong>g the work, no quotation shall be given and the Variation shall betreated as a Compensation Event.40.5 The Contractor shall not be entitled to additional payment <strong>for</strong> costs that could have been avoided bygiv<strong>in</strong>g early warn<strong>in</strong>g.41. Cash flow <strong>for</strong>ecasts41.1 When the program is updated, the contractor is to provide the Eng<strong>in</strong>eer-<strong>in</strong>-charge with an updated cashflow <strong>for</strong>ecast.42. Payment Certificates42.1 The Contractor shall submit to the Eng<strong>in</strong>eer-<strong>in</strong>-charge monthly statements of the estimated value of thework completed less the cumulative amount certified previously along with details of measurement of thequantity of works executed <strong>in</strong> a tabulated <strong>for</strong>m as approved by the Eng<strong>in</strong>eer.42.2 The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall check the details given <strong>in</strong> the Contractor's monthly statement and with<strong>in</strong> 14days certify the amounts to be paid to the Contractor after tak<strong>in</strong>g <strong>in</strong>to account any credit or debit <strong>for</strong> themonth <strong>in</strong> question <strong>in</strong> respect of materials <strong>for</strong> the works <strong>in</strong> the relevant amounts and under conditions set<strong>for</strong>th <strong>in</strong> sub-clause 51(3) of the Contract Data (Secured Advance).42.3 The value of work executed shall be determ<strong>in</strong>ed by the Eng<strong>in</strong>eer after due check measurement of thequantities claimed as executed by the contractor.42.4 The value of work executed shall comprise the value of the quantities of the items <strong>in</strong> the Bill ofQuantities completed..42.5 The value of work executed shall <strong>in</strong>clude the valuation of Variations and Compensation Events.42.6 The Eng<strong>in</strong>eer-<strong>in</strong>-charge may exclude any item certified <strong>in</strong> a previous certificate or reduce the proportionof any item previously certified <strong>in</strong> any certificate <strong>in</strong> the light of later <strong>in</strong><strong>for</strong>mation.43. Payments43.1 Payments shall be adjusted <strong>for</strong> deductions <strong>for</strong> advance payments, retention, other recoveries <strong>in</strong> terms ofthe contract and taxes, at source, as applicable under the law. The Employer shall pay the Contractor theamounts certified by the Eng<strong>in</strong>eer-<strong>in</strong>-charge with<strong>in</strong> 28 days of the date of each certificate. If theEmployer makes a late payment, the Contractor shall be paid <strong>in</strong>terest on the late payment <strong>in</strong> the nextpayment. Interest shall be calculated from the date by which the payment should have been made uptothe date when the late payment is made at 8% per annum.43.2 If an amount certified is <strong>in</strong>creased <strong>in</strong> a later certificate or as a result of an award by the Adjudicator or anArbitrator, the Contractor shall be paid <strong>in</strong>terest upon the delayed payment as set out <strong>in</strong> this clause.Interest shall be calculated from the date upon which the <strong>in</strong>creased amount would have been certified <strong>in</strong>the absence of dispute.43.3 Items of the Works <strong>for</strong> which no rate or price has been entered <strong>in</strong> will not be paid <strong>for</strong> by the Employerand shall be deemed covered by other rates and prices <strong>in</strong> the Contract.44
44. Compensation Events44.1 The follow<strong>in</strong>g are Compensation Events unless they are caused by the Contractor:(a)(b)(c)(d)(e)(f)(g)(h)(i)(j)(k)(l)The Employer does not give access to a part of the Site by the Site Possession Date stated <strong>in</strong> theContract Data.The Employer modifies the schedule of other contractors <strong>in</strong> a way which affects the work of thecontractor under the contract.The Eng<strong>in</strong>eer-<strong>in</strong>-charge orders a delay or does not issue draw<strong>in</strong>gs, specifications or <strong>in</strong>structionsrequired <strong>for</strong> execution of works on time.The Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>in</strong>structs the Contractor to uncover or to carry out additional tests uponwork which is then found to have no Defects.The Eng<strong>in</strong>eer-<strong>in</strong>-charge unreasonably does not approve <strong>for</strong> a subcontract to be let.Ground conditions are substantially more adverse than could reasonably have been assumedbe<strong>for</strong>e issuance of Letter of Acceptance from the <strong>in</strong><strong>for</strong>mation issued to <strong>Bid</strong>ders (<strong>in</strong>clud<strong>in</strong>g the SiteInvestigation Reports), from <strong>in</strong><strong>for</strong>mation available publicly and from a visual <strong>in</strong>spection of theSite.The Eng<strong>in</strong>eer-<strong>in</strong>-charge gives an <strong>in</strong>struction <strong>for</strong> deal<strong>in</strong>g with an un<strong>for</strong>eseen condition, caused bythe Employer, or additional work required <strong>for</strong> safety or other reasons.Other contractors, public authorities, utilities or the Employer does not work with<strong>in</strong> the dates andother constra<strong>in</strong>ts stated <strong>in</strong> the Contract, and they cause delay or extra cost to the Contractor.The advance payment is delayed.The effect on the Contractor of any of the Employer’s Risks.The Eng<strong>in</strong>eer-<strong>in</strong>-charge unreasonably delays issu<strong>in</strong>g a Certificate of Completion.Other Compensation Events listed <strong>in</strong> the Contract Data or mentioned <strong>in</strong> the Contract.45. Tax44.2 If a Compensation Event would cause additional cost or would prevent the work be<strong>in</strong>g completed be<strong>for</strong>ethe Intended Completion Date, the Contract Price shall be <strong>in</strong>creased and/or the Intended CompletionDate is extended. The Eng<strong>in</strong>eer-<strong>in</strong>-charge shall decide whether and by how much the Contract Price shallbe <strong>in</strong>creased and whether and by how much the Intended Completion Date shall be extended.44.3 As soon as <strong>in</strong><strong>for</strong>mation demonstrat<strong>in</strong>g the effect of each Compensation Event upon the Contractor's<strong>for</strong>ecast cost has been provided by the Contractor, it is to be assessed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge and theContract Price shall be adjusted accord<strong>in</strong>gly. If the Contractor's <strong>for</strong>ecast is deemed unreasonable, theEng<strong>in</strong>eer-<strong>in</strong>-charge shall adjust the Contract Price based on Eng<strong>in</strong>eer-<strong>in</strong>-charge’s own <strong>for</strong>ecast. TheEng<strong>in</strong>eer-<strong>in</strong>-charge will assume that the Contractor will react competently and promptly to the event.44.4 The Contractor shall not be entitled to compensation to the extent that the Employer's <strong>in</strong>terests areadversely affected by the Contractor not hav<strong>in</strong>g given early warn<strong>in</strong>g or not hav<strong>in</strong>g cooperated with theEng<strong>in</strong>eer-<strong>in</strong>-charge.45.1 The rates quoted by the Contractor shall be deemed to be <strong>in</strong>clusive of all sales and other taxes that theContractor will have to pay <strong>for</strong> the per<strong>for</strong>mance of this Contract. The Employer will per<strong>for</strong>m such duties<strong>in</strong> regard to the deduction of such taxes at source as per applicable law.46. Currencies46.1 All payments shall be made <strong>in</strong> Indian Rupees.45
47. Price Adjustment47.1 Contract price shall be adjusted <strong>for</strong> <strong>in</strong>crease or decrease <strong>in</strong> rates and price of labour, materials, fuels andlubricants <strong>in</strong> accordance with the follow<strong>in</strong>g pr<strong>in</strong>ciples and procedures and as per <strong>for</strong>mula given <strong>in</strong> thecontract data:(a)(b)(c)The price adjustment shall apply <strong>for</strong> the work done from the start date given <strong>in</strong> the contract dataupto end of the <strong>in</strong>itial <strong>in</strong>tended completion date or extensions granted by the Eng<strong>in</strong>eer and shallnot apply to the work carried out beyond the stipulated time <strong>for</strong> reasons attributable to thecontractor.The price adjustment shall be determ<strong>in</strong>ed dur<strong>in</strong>g each quarter from the <strong>for</strong>mula given <strong>in</strong> thecontract data.Follow<strong>in</strong>g expressions and mean<strong>in</strong>gs are assigned to the work done dur<strong>in</strong>g each quarter:R =Total value of work done dur<strong>in</strong>g the quarter. It would <strong>in</strong>clude the amount of securedadvance <strong>for</strong> materials paid <strong>for</strong> (if any) dur<strong>in</strong>g the quarter, less the amount of the securedadvance recovered, dur<strong>in</strong>g the quarter. It will exclude value <strong>for</strong> works executed undervariations <strong>for</strong> which price adjustment will be worked separately based on the termsmutually agreed.47.2 To the extent that full compensation <strong>for</strong> any rise or fall <strong>in</strong> costs to the contractor is not covered by theprovisions of this or other clauses <strong>in</strong> the contract, the unit rates and prices <strong>in</strong>cluded <strong>in</strong> the contract shallbe deemed to <strong>in</strong>clude amounts to cover the cont<strong>in</strong>gency of such other rise or fall <strong>in</strong> costs.48. Retention48.1 The Employer shall reta<strong>in</strong> 6 (six)% from each payment due to the Contractor the proportion stated <strong>in</strong> theContract Data until Completion of the whole of the Works.48.2 On Completion of the whole of the Works half the total amount reta<strong>in</strong>ed is repaid to the Contractor andhalf when the Defects Liability Period has passed and the Eng<strong>in</strong>eer has certified that all Defects notifiedby the Eng<strong>in</strong>eer to the Contractor be<strong>for</strong>e the end of this period have been corrected.48.3 On completion of the whole works, the contractor may substitute retention money (balance half) with an“on demand” Bank guarantee.49. Liquidated Damages49.1 The Contractor shall pay liquidated damages to the Employer at the rate per day stated <strong>in</strong> the ContractData <strong>for</strong> each day that the Completion Date is later than the Intended Completion Date (<strong>for</strong> the whole ofthe works or the milestone as stated <strong>in</strong> the contract data). The total amount of liquidated damages shallnot exceed the amount def<strong>in</strong>ed <strong>in</strong> the Contract Data. The Employer may deduct liquidated damages frompayments due to the Contractor. Payment of liquidated damages does not affect the Contractor'sliabilities.49.2 If the Intended Completion Date is extended after liquidated damages have been paid, the Eng<strong>in</strong>eer-<strong>in</strong>chargeshall correct any overpayment of liquidated damages by the Contractor by adjust<strong>in</strong>g the nextpayment certificate. The Contractor shall be paid <strong>in</strong>terest on the over payment calculated from the dateof payment to the date of repayment at the rates specified <strong>in</strong> Sub Clause 43.1.50. Deleted51. Advance Payment46
51.1 The Employer shall make advance payment to the Contractor of the amounts stated <strong>in</strong> the Contract Databy the date stated <strong>in</strong> the Contract Data, aga<strong>in</strong>st provision by the Contractor of an Unconditional BankGuarantee <strong>in</strong> a <strong>for</strong>m and by a bank acceptable to the Employer <strong>in</strong> amounts and currencies equal to theadvance payment. The guarantee shall rema<strong>in</strong> effective until the advance payment has been repaid, butthe amount of the guarantee shall be progressively reduced by the amounts repaid by the Contractor.Interest will not be charged on the advance payment.51.2 The Contractor is to use the advance payment only to pay <strong>for</strong> Equipment, Plant and Mobilizationexpenses required specifically <strong>for</strong> execution of the Works. The Contractor shall demonstrate thatadvance payment has been used <strong>in</strong> this way by supply<strong>in</strong>g copies of <strong>in</strong>voices or other documents to theEng<strong>in</strong>eer.51.3 The advance payment shall be repaid by deduct<strong>in</strong>g proportionate amounts from payments otherwise dueto the Contractor, follow<strong>in</strong>g the schedule of completed percentages of the Works on a payment basis. Noaccount shall be taken of the advance (mobilization and equipment only) payment or its repayment <strong>in</strong>assess<strong>in</strong>g valuations of work done, Variations, price adjustments, Compensation Events, or LiquidatedDamages.51.4 Secured Advance:52. SecuritiesThe Eng<strong>in</strong>eer-<strong>in</strong>-charge shall make advance payment <strong>in</strong> respect of materials <strong>in</strong>tended <strong>for</strong> but not yet<strong>in</strong>corporated <strong>in</strong> the Works <strong>in</strong> accordance with conditions stipulated <strong>in</strong> the Contract Data.52.1 The Per<strong>for</strong>mance Security shall be provided to the Employer no later than the date specified <strong>in</strong> the Letterof Acceptance and shall be issued <strong>in</strong> an amount and <strong>for</strong>m and by a bank or surety acceptable to theEmployer, and denom<strong>in</strong>ated <strong>in</strong> Indian Rupees. The Per<strong>for</strong>mance Security shall be valid until a date 28days from the date of expiry of Defects Liability Period and the additional security <strong>for</strong> unbalanced bidsshall be valid until a date 28 days from the date of issue of the certificate of completion.53. Deleted54. Cost of Repairs54.1 Loss or damage to the Works or Materials to be <strong>in</strong>corporated <strong>in</strong> the Works between the Start Date andthe end of the Defects Correction periods shall be remedied by the Contractor at the Contractor's cost ifthe loss or damage arises from the Contractor's acts or omissions.55. CompletionE. F<strong>in</strong>ish<strong>in</strong>g the Contract55.1 The Contractor shall request the Eng<strong>in</strong>eer-<strong>in</strong>-charge to issue a Certificate of Completion of the Worksand the Eng<strong>in</strong>eer will do so upon decid<strong>in</strong>g that the Work is completed.56. Tak<strong>in</strong>g Over56.1 The Employer shall take over the Site and the Works with<strong>in</strong> seven days of the Eng<strong>in</strong>eer-<strong>in</strong>-charge issu<strong>in</strong>ga certificate of Completion.57. F<strong>in</strong>al Account57.1 The Contractor shall supply to the Eng<strong>in</strong>eer-<strong>in</strong>-charge a detailed account of the total amount that theContractor considers payable under the Contract be<strong>for</strong>e the end of the Defects Liability Period. TheEng<strong>in</strong>eer shall issue a Defect Liability Certificate and certify any f<strong>in</strong>al payment that is due to theContractor with<strong>in</strong> 56 days of receiv<strong>in</strong>g the Contractor's account if it is correct and complete. If it is not,47
the Eng<strong>in</strong>eer-<strong>in</strong>-charge shall issue with<strong>in</strong> 56 days a schedule that states the scope of the corrections oradditions that are necessary. If the F<strong>in</strong>al Account is still unsatisfactory after it has been resubmitted, theEng<strong>in</strong>eer-<strong>in</strong>-charge shall decide on the amount payable to the Contractor and issue a payment certificate,with<strong>in</strong> 56 days of receiv<strong>in</strong>g the Contractor’s revised account.58. Operat<strong>in</strong>g and Ma<strong>in</strong>tenance Manuals58.1 If “as built” Draw<strong>in</strong>gs and/or operat<strong>in</strong>g and ma<strong>in</strong>tenance manuals are required, the Contractor shallsupply them by the dates stated <strong>in</strong> the Contract Data.58.2 If the Contractor does not supply the Draw<strong>in</strong>gs and/or manuals by the dates stated <strong>in</strong> the Contract Data,or they do not receive the Eng<strong>in</strong>eer’s approval, the Eng<strong>in</strong>eer-<strong>in</strong>-charge shall withhold the amount stated<strong>in</strong> the Contract Data from payments due to the Contractor.59. Term<strong>in</strong>ation59.1 The Employer or the Contractor may term<strong>in</strong>ate the Contract if the other party causes a fundamentalbreach of the Contract.59.2 Fundamental breaches of Contract <strong>in</strong>clude, but shall not be limited to the follow<strong>in</strong>g:(a)(b)(c)(d)(e)(f)(g)(h)the Contractor stops work <strong>for</strong> 28 days when no stoppage of work is shown on the current programand the stoppage has not been authorized by the Eng<strong>in</strong>eer;the Eng<strong>in</strong>eer <strong>in</strong>structs the Contractor to delay the progress of the Works and the <strong>in</strong>struction is notwithdrawn with<strong>in</strong> 28 days;the Employer or the Contractor is made bankrupt or goes <strong>in</strong>to liquidation other than <strong>for</strong> areconstruction or amalgamation;a payment certified by the Eng<strong>in</strong>eer is not paid by the Employer to the Contractor with<strong>in</strong> 56 daysof the date of the Eng<strong>in</strong>eer's certificate;the Eng<strong>in</strong>eer-<strong>in</strong>-charge gives Notice that failure to correct a particular Defect is a fundamentalbreach of Contract and the Contractor fails to correct it with<strong>in</strong> a reasonable period of timedeterm<strong>in</strong>ed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge;the Contractor does not ma<strong>in</strong>ta<strong>in</strong> a security which is required;the Contractor has delayed the completion of works by the number of days <strong>for</strong> which themaximum amount of liquidated damages can be paid as def<strong>in</strong>ed <strong>in</strong> the Contract data; andif the Contractor, <strong>in</strong> the judgment of the Purchaser has engaged <strong>in</strong> fraud and corruption, asdef<strong>in</strong>ed <strong>in</strong> GCC Clause 64, <strong>in</strong> compet<strong>in</strong>g <strong>for</strong> or <strong>in</strong> execut<strong>in</strong>g the Contract.59.3 When either party to the Contract gives notice of a breach of contract to the Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>for</strong> acause other than those listed under Sub Clause 59.2 above, the Eng<strong>in</strong>eer-<strong>in</strong>-charge shall decide whetherthe breach is fundamental or not.59.4 Notwithstand<strong>in</strong>g the above, the Employer may term<strong>in</strong>ate the Contract <strong>for</strong> convenience.59.5 If the Contract is term<strong>in</strong>ated the Contractor shall stop work immediately, make the Site safe and secureand leave the Site as soon as reasonably possible.48
60. Payment upon Term<strong>in</strong>ation60.1 If the Contract is term<strong>in</strong>ated because of a fundamental breach of Contract by the Contractor, theEng<strong>in</strong>eer-<strong>in</strong>-charge shall issue a certificate <strong>for</strong> the value of the work done less advance paymentsreceived up to the date of the issue of the certificate, less other recoveries due <strong>in</strong> terms of the contract,less taxes dueto be deducted at source as per applicable law and less the percentage to apply to the work not completedas <strong>in</strong>dicated <strong>in</strong> the Contract Data. Additional Liquidated Damages shall not apply . If the total amountdue to the Employer exceeds any payment due to the Contractor the difference shall be a debt payable tothe Employer.60.2 If the Contract is term<strong>in</strong>ated at the Employer's convenience or because of a fundamental breach ofContract by the Employer, the Eng<strong>in</strong>eer shall issue a certificate <strong>for</strong> the value of the work done, thereasonable cost of removal of Equipment, repatriation of the Contractor's personnel employed solely onthe Works, and the Contractor's costs of protect<strong>in</strong>g and secur<strong>in</strong>g the Works and less advance paymentsreceived up to the date of the certificate, less other recoveries due <strong>in</strong> terms of the contract and less taxesdue to be deducted at source as per applicable law.61. Property61.1 All materials on the Site, Plant, Equipment, Temporary Works and Works are deemed to be the propertyof the Employer, if the Contract is term<strong>in</strong>ated because of a Contractor’s default.62. Release from Per<strong>for</strong>mance62.1 If the Contract is frustrated by the outbreak of war or by any other event entirely outside the control ofeither the Employer or the Contractor the Eng<strong>in</strong>eer shall certify that the Contract has been frustrated. TheContractor shall make the Site safe and stop work as quickly as possible after receiv<strong>in</strong>g this certificateand shall be paid <strong>for</strong> all work carried out be<strong>for</strong>e receiv<strong>in</strong>g it and <strong>for</strong> any work carried out afterwards towhich commitment was made.63. Suspension of World Bank Loan or Credit63.1 In the event that the World Bank suspends the Loan or Credit to the Employer, from which part of thepayments to the Contractor are be<strong>in</strong>g made:(a)(b)The Employer is obligated to notify the Contractor of such suspension with<strong>in</strong> 7 days of hav<strong>in</strong>greceived the World Bank’s suspension notice.If the Contractor has not received sums due to it upon the expiration of the 28 days <strong>for</strong> paymentprovided <strong>for</strong> <strong>in</strong> Sub-Clause 43.1, the Contractor may immediately issue a 14-day term<strong>in</strong>ationnotice.64. Fraud and Corruption64.1 If the Employer determ<strong>in</strong>es that the Contractor has engaged <strong>in</strong> corrupt, fraudulent, collusive, coercive orobstructive practices, <strong>in</strong> compet<strong>in</strong>g <strong>for</strong> or <strong>in</strong> execut<strong>in</strong>g the Contract, then the Employer may, after giv<strong>in</strong>g 14 daysnotice to the Contractor, term<strong>in</strong>ate the Contractor's employment under the Contract and expel him from the Site,and the provisions of Clause 59 shall apply as if such expulsion had been made under Sub-Clause 59.5[Term<strong>in</strong>ation by Employer].64.2 Should any employee of the Contractor be determ<strong>in</strong>ed to have engaged <strong>in</strong> corrupt, fraudulent, collusive,coercive, or obstructive practice dur<strong>in</strong>g the execution of the Works, then that employee shall be removed <strong>in</strong>accordance with Clause 9.64.3 For the purposes of this Sub-Clause:49
(i)(ii)(iii)(iv)(v)“corrupt practice”8 is the offer<strong>in</strong>g, giv<strong>in</strong>g, receiv<strong>in</strong>g or solicit<strong>in</strong>g, directly or <strong>in</strong>directly, of anyth<strong>in</strong>gof value to <strong>in</strong>fluence improperly the actions of another party;“fraudulent practice”9 is any act or omission, <strong>in</strong>clud<strong>in</strong>g a misrepresentation, that know<strong>in</strong>gly orrecklessly misleads, or attempts to mislead, a party to obta<strong>in</strong> a f<strong>in</strong>ancial or other benefit or to avoid anobligation;“collusive practice”10 is an arrangement between two or more parties designed to achieve animproper purpose, <strong>in</strong>clud<strong>in</strong>g to <strong>in</strong>fluence improperly the actions of another party;“coercive practice”11 is impair<strong>in</strong>g or harm<strong>in</strong>g, or threaten<strong>in</strong>g to impair or harm, directly or <strong>in</strong>directly,any party or the property of the party to <strong>in</strong>fluence improperly the actions of a party;“obstructive practice” is(aa)(bb)deliberately destroy<strong>in</strong>g, falsify<strong>in</strong>g, alter<strong>in</strong>g or conceal<strong>in</strong>g of evidence material to the<strong>in</strong>vestigation or mak<strong>in</strong>g false statements to <strong>in</strong>vestigators <strong>in</strong> order to materially impede a Bank<strong>in</strong>vestigation <strong>in</strong>to allegations of a corrupt, fraudulent, coercive or collusive practice; and/orthreaten<strong>in</strong>g, harass<strong>in</strong>g or <strong>in</strong>timidat<strong>in</strong>g any party to prevent it from disclos<strong>in</strong>g its knowledge ofmatters relevant to the <strong>in</strong>vestigation or from pursu<strong>in</strong>g the <strong>in</strong>vestigation; oracts <strong>in</strong>tended to materially impede the exercise of the Bank’s <strong>in</strong>spection and audit rightsprovided <strong>for</strong> under Sub-Clause 22.2.8“another party” refers to a public official act<strong>in</strong>g <strong>in</strong>relation to the procurement process or contract execution]. Inthis context, “public official” <strong>in</strong>cludes World Bank staff andemployees of other organizations tak<strong>in</strong>g or review<strong>in</strong>g procurementdecisions.9a “party” refers to a public official; the terms “benefit”and “obligation” relate to the procurement process or contractexecution; and the “act or omission” is <strong>in</strong>tended to <strong>in</strong>fluence theprocurement process or contract execution.10“parties” refers to participants <strong>in</strong> the procurement process(<strong>in</strong>clud<strong>in</strong>g public officials) attempt<strong>in</strong>g to establish bid prices atartificial, noncompetitive levels.11a “party” refers to a participant <strong>in</strong> the procurement processor contract execution.50
F. Special Conditions of Contract1. LABOUR :The Contractor shall, unless otherwise provided <strong>in</strong> the Contract, make his own arrangements <strong>for</strong> the engagementof all staff and labour, local or other, and <strong>for</strong> their payment, hous<strong>in</strong>g, feed<strong>in</strong>g and transport.The Contractor shall, if required by the Eng<strong>in</strong>eer, deliver to the Eng<strong>in</strong>eer a return <strong>in</strong> detail, <strong>in</strong> such <strong>for</strong>m and atsuch <strong>in</strong>tervals as the Eng<strong>in</strong>eer may prescribe, show<strong>in</strong>g the staff and the numbers of the several classes of labourfrom time to time employed by the Contractor on the Site and such other <strong>in</strong><strong>for</strong>mation as the Eng<strong>in</strong>eer mayrequire.2. COMPLIANCE WITH LABOUR REGULATIONS :Dur<strong>in</strong>g cont<strong>in</strong>uance of the contract, the Contractor and his sub contractors shall abide at all times by all exist<strong>in</strong>glabour enactments and rules made thereunder, regulations, notifications and bye laws of the State or CentralGovernment or local authority and any other labour law (<strong>in</strong>clud<strong>in</strong>g rules), regulations, bye laws that may bepassed or notification that may be issued under any labour law <strong>in</strong> future either by the State or the CentralGovernment or the local authority. Salient features of some of the major labour laws that are applicable toconstruction <strong>in</strong>dustry are given below. The Contractor shall keep the Employer <strong>in</strong>demnified <strong>in</strong> case any action istaken aga<strong>in</strong>st the Employer by the competent authority on account of contravention of any of the provisions ofany Act or rules made thereunder, regulations or notifications <strong>in</strong>clud<strong>in</strong>g amendments. If the Employer is causedto pay or reimburse, such amounts as may be necessary to cause or observe, or <strong>for</strong> non-observance of theprovisions stipulated <strong>in</strong> the notifications/bye laws/Acts/Rules/regulations <strong>in</strong>clud<strong>in</strong>g amendments, if any, on thepart of the Contractor, the Eng<strong>in</strong>eer/Employer shall have the right to deduct any money due to the Contractor<strong>in</strong>clud<strong>in</strong>g his amount of per<strong>for</strong>mance security. The Employer/Eng<strong>in</strong>eer-<strong>in</strong>-charge shall also have right to recoverfrom the Contractor any sum required or estimated to be required <strong>for</strong> mak<strong>in</strong>g good the loss or damage suffered bythe Employer.The employees of the Contractor and the Sub-Contractor <strong>in</strong> no case shall be treated as the employees of theEmployer at any po<strong>in</strong>t of time.SALIENT FEATURES OF SOME MAJOR LABOUR LAWS APPLICABLE TO ESTABLISHMENTSENGAGED IN BUILDING AND OTHER CONSTRUCTION WORK(The law as current on the date of bid open<strong>in</strong>g will apply)a) Workmen Compensation Act 1923: The Act provides <strong>for</strong> compensation <strong>in</strong> case of <strong>in</strong>jury by accident aris<strong>in</strong>g outof and dur<strong>in</strong>g the course of employment.b) Payment of Gratuity Act 1972: Gratuity is payable to an employee under the Act on satisfaction of certa<strong>in</strong>conditions on separation if an employee has completed 5 years service or more or on death the rate of 15 dayswages <strong>for</strong> every completed year of service. The Act is applicable to all establishments employ<strong>in</strong>g 10 or moreemployees.c) Employees P.F. and Miscellaneous Provision Act 1952 (s<strong>in</strong>ce amended): The Act Provides <strong>for</strong> monthlycontributions by the employer plus workers @ 10% or 8.33%. The benefits payable under the Act are :(i)(ii)(iii)Pension or family pension on retirement or death, as the case may be.Deposit l<strong>in</strong>ked <strong>in</strong>surance on the death <strong>in</strong> harness of the worker.payment of P.F. accumulation on retirement/death etc.51
d) Maternity Benefit Act 1951: The Act provides <strong>for</strong> leave and some other benefits to women employees <strong>in</strong> case ofconf<strong>in</strong>ement or miscarriage etc.e) Contract Labour (Regulation & Abolition) Act 1970: The Act provides <strong>for</strong> certa<strong>in</strong> welfare measures to beprovided by the Contractor to contract labour and <strong>in</strong> case the Contractor fails to provide, the same are requiredto be provided, by the Pr<strong>in</strong>cipal Employer by Law. The Pr<strong>in</strong>cipal Employer is required to take Certificate ofRegistration and the Contractor is required to take license from the designated Officer. The Act is applicable tothe establishments or Contractor of Pr<strong>in</strong>cipal Employer if they employ 20 or more contract labour.f) M<strong>in</strong>imum Wages Act 1948: The Employer is supposed to pay not less than the M<strong>in</strong>imum Wages fixed byappropriate Government as per provisions of the Act if the employment is a scheduled employment.Construction of Build<strong>in</strong>gs, Roads, Runways are scheduled employments.g) Payment of Wages Act 1936: It lays down as to by what date the wages are to be paid, when it will be paid andwhat deductions can be made from the wages of the workers.h) Equal Remuneration Act 1979: The Act provides <strong>for</strong> payment of equal wages <strong>for</strong> work of equal nature to Maleand Female workers and <strong>for</strong> not mak<strong>in</strong>g discrim<strong>in</strong>ation aga<strong>in</strong>st Female employees <strong>in</strong> the matters of transfers,tra<strong>in</strong><strong>in</strong>g and promotions etc.i) Payment of Bonus Act 1965: The Act is applicable to all establishments employ<strong>in</strong>g 20 or more employees. TheAct provides <strong>for</strong> payments of annual bonus subject to a m<strong>in</strong>imum of 8.33% of wages and maximum of 20% ofwages to employees draw<strong>in</strong>g Rs.3500/-per month or less. The bonus to be paid to employees gett<strong>in</strong>g Rs.2500/-per month or above upto Rs.3500/- per month shall be worked out by tak<strong>in</strong>g wages as Rs.2500/-per month only.The Act does not apply to certa<strong>in</strong> establishments. The newly set-up establishments are exempted <strong>for</strong> five years<strong>in</strong> certa<strong>in</strong> circumstances. Some of the State Governments have reduced the employment size from 20 to 10 <strong>for</strong>the purpose of applicability of this Act.j) Industrial Disputes Act 1947: The Act lays down the mach<strong>in</strong>ery and procedure <strong>for</strong> resolution of Industrialdisputes, <strong>in</strong> what situations a strike or lock-out becomes illegal and what are the requirements <strong>for</strong> lay<strong>in</strong>g off orretrench<strong>in</strong>g the employees or clos<strong>in</strong>g down the establishment.k) Industrial Employment (Stand<strong>in</strong>g Orders) Act 1946: It is applicable to all establishments employ<strong>in</strong>g 100 ormore workmen (employment size reduced by some of the States and Central Government to 50). The Actprovides <strong>for</strong> lay<strong>in</strong>g down rules govern<strong>in</strong>g the conditions of employment by the Employer on matters provided <strong>in</strong>the Act and get the same certified by the designated Authority.l) Trade Unions Act 1926: The Act lays down the procedure <strong>for</strong> registration of trade unions of workmen andemployers. The Trade Unions registered under the Act have been given certa<strong>in</strong> immunities from civil andcrim<strong>in</strong>al liabilities.m) Child Labour (Prohibition & Regulation) Act 1986: The Act prohibits employment of children below 14 yearsof age <strong>in</strong> certa<strong>in</strong> occupations and processes and provides <strong>for</strong> regulation of employment of children <strong>in</strong> all otheroccupations and processes. Employment of Child Labour is prohibited <strong>in</strong> Build<strong>in</strong>g and Construction Industry.n) Inter-State Migrant workmen’s (Regulation of Employment & Conditions of Service) Act 1979: The Act isapplicable to an establishment which employs 5 or more <strong>in</strong>ter-state migrant workmen through an <strong>in</strong>termediary(who has recruited workmen <strong>in</strong> one state <strong>for</strong> employment <strong>in</strong> the establishment situated <strong>in</strong> another state). TheInter-State migrant workmen, <strong>in</strong> an establishment to which this Act becomes applicable, are required to beprovided certa<strong>in</strong> facilities such as hous<strong>in</strong>g, medical aid, travell<strong>in</strong>g expenses from home upto the establishmentand back, etc.o) The Build<strong>in</strong>g and Other Construction workers (Regulation of Employment and Conditions of Service) Act 1996and the Cess Act of 1996: All the establishments who carry on any build<strong>in</strong>g or other construction work andemploys 10 or more workers are covered under this Act. All such establishments are required to pay cess at therate not exceed<strong>in</strong>g 2% of the cost of construction as may be modified by the Government. The Employer of theestablishment is required to provide safety measures at the Build<strong>in</strong>g or construction work and other welfare52
measures, such as Canteens, First-Aid facilities, Ambulance, Hous<strong>in</strong>g accommodations <strong>for</strong> workers near thework place etc. The Employer to whom the Act applies has to obta<strong>in</strong> a registration certificate from theRegister<strong>in</strong>g Officer appo<strong>in</strong>ted by the Government.p) Factories Act 1948: The Act lays down the procedure <strong>for</strong> approval at plans be<strong>for</strong>e sett<strong>in</strong>g up a factory, healthand safety provisions, welfare provisions, work<strong>in</strong>g hours, annual earned leave and render<strong>in</strong>g <strong>in</strong><strong>for</strong>mationregard<strong>in</strong>g accidents or dangerous occurrences to designated authorities. It is applicable to premises employ<strong>in</strong>g10 persons or more with aid of power or 20 or more persons without the aid of power engaged <strong>in</strong> manufactur<strong>in</strong>gprocess.3. SUB-CONTRACTING (GCC Clause 7)Please add the follow<strong>in</strong>g as Clause 7.2:The contractor shall not be required to obta<strong>in</strong> any consent from the employer <strong>for</strong>:a) the sub-contract<strong>in</strong>g of any part of the Works <strong>for</strong> which the Sub-contractor is named <strong>in</strong> the contract;b) the provision of labour; andc) the purchase of materials which are <strong>in</strong> accordance with the standards specified <strong>in</strong> the Contract.Beyond this if the contractor proposes sub-contract<strong>in</strong>g any part of the work dur<strong>in</strong>g execution of works, becauseof some un<strong>for</strong>eseen circumstances to enable him to complete the work as per terms of the contract, the Eng<strong>in</strong>eerwill consider the follow<strong>in</strong>g be<strong>for</strong>e accord<strong>in</strong>g approval:- The contractor shall not sub-contract the whole of the Works.- The contractor shall not sub-contract any part of the Work without prior consent of the Eng<strong>in</strong>eer. Anysuch consent shall not relieve the contractor from any liability or obligations under the contract and heshall be responsible <strong>for</strong> the acts, defaults and neglects of any sub-contractor, his agents or workmen asfully as if they were the acts, defaults or neglects of the contractor, his agents or workmen.- The Eng<strong>in</strong>eer should satisfy whether (a) the circumstances warrant such sub-contract<strong>in</strong>g; and (b) the subcontractorsso proposed <strong>for</strong> the Work possess the experience, qualifications and equipment necessary <strong>for</strong>the job proposed to be entrusted to them <strong>in</strong> proportion to the quantum of work to be sub-contracted.- If payments are proposed to be made directly to that sub-contractor, this should be subject to specificauthorization by the prime contractor so that this arrangement does not alter the contractor's liability orobligations under the contract.4. ARBITRATION (GCC Clause 25.3)The procedure <strong>for</strong> arbitration will be as follows :25.3 (a) In case of Dispute or difference aris<strong>in</strong>g between the Employer and a domestic contractor relat<strong>in</strong>g to anymatter aris<strong>in</strong>g out of or connected with this agreement, such disputes or difference shall be settled <strong>in</strong>accordance with the Arbitration and Conciliation Act, 1996. The arbitral tribunal shall consist of 3arbitrators one each to be appo<strong>in</strong>ted by the Employer and the Contractor. The third Arbitrator shall bechosen by the two Arbitrators so appo<strong>in</strong>ted by the Parties and shall act as Presid<strong>in</strong>g arbitrator. In case offailure of the two arbitrators appo<strong>in</strong>ted by the parties to reach upon a consensus with<strong>in</strong> a period of 30days from the appo<strong>in</strong>tment of the arbitrator appo<strong>in</strong>ted subsequently, the Presid<strong>in</strong>g Arbitrator shall beappo<strong>in</strong>ted by the * President of the Institution of Eng<strong>in</strong>eers (India).(Note: 1. All bidders are expected to <strong>in</strong>dicate clearly <strong>in</strong> the bid, if they proposed sub-contract<strong>in</strong>g elements of the works amount<strong>in</strong>g to more than 20percent of the <strong>Bid</strong> Price. For each such proposal the qualification and the experience of the identified sub-contractor <strong>in</strong> the relevant field should befurnished alongwith the bid to enable the employer to satisfy himself about their qualifications be<strong>for</strong>e agree<strong>in</strong>g <strong>for</strong> such sub-contract<strong>in</strong>g and <strong>in</strong>clude it <strong>in</strong>the contract. In view of the above, normally no additional sub-contract<strong>in</strong>g should arise dur<strong>in</strong>g execution of the contract.2. However, [a] sub contract<strong>in</strong>g <strong>for</strong> certa<strong>in</strong> specialized elements of the work is not unusual and acceptable <strong>for</strong> carry<strong>in</strong>g out the worksmore effectively; but vertical splitt<strong>in</strong>g of the works <strong>for</strong> subcontract<strong>in</strong>g is not acceptable. [b] In any case, proposal <strong>for</strong> sub-contract<strong>in</strong>g <strong>in</strong>addition to what was specified <strong>in</strong> bid and stated <strong>in</strong> contract agreement will not be acceptable if the value of such additional subcontract<strong>in</strong>gexceeds 25% of value of work which was to be executed by Contractor without sub-contract<strong>in</strong>g.53
3. Assignment of the contract may be acceptable only under exceptional circumstances such as <strong>in</strong>solvencies/liquidation ormerger of companies etc.(b)In the case of dispute with a Foreign contractor the dispute shall be settled <strong>in</strong> accordance with provisionsof UNCITRAL Arbitration Rules. The Arbitral Tribunal shall consist of three Arbitrators one each to beappo<strong>in</strong>ted by the Employer and the Contractor. The third Arbitrator shall be chosen by the twoArbitrators so appo<strong>in</strong>ted by the Parties, and shall act a presid<strong>in</strong>g arbitrator. In case of failureof the two arbitrators appo<strong>in</strong>ted by the parties to reach upon a consensus with<strong>in</strong> a period of 30 days fromthe appo<strong>in</strong>tment of the arbitrator appo<strong>in</strong>ted subsequently, the Presid<strong>in</strong>g arbitrator shall be appo<strong>in</strong>ted bythe President of the Institution of Eng<strong>in</strong>eers (India.(c) If one of the parties fails to appo<strong>in</strong>t its arbitrator <strong>in</strong> pursuance of sub-clause (a) and (b) above with<strong>in</strong> 30days after receipt of the notice of the appo<strong>in</strong>tment of its arbitrator by the other party, then the * IndianCouncil of Arbitration/President of the Institution of Eng<strong>in</strong>eers (India)/The International <strong>Centre</strong> <strong>for</strong>Alternative Dispute Resolution (India), both <strong>in</strong> cases of the Foreign Contractor as well as IndianContractor, shall appo<strong>in</strong>t the arbitrator. A certified copy of the order of the President of the Institutionof Eng<strong>in</strong>eers (India, mak<strong>in</strong>g such an appo<strong>in</strong>tment shall be furnished to each of the parties.(d)(e)(f)(g)Arbitration proceed<strong>in</strong>gs shall be held at Kolkata , India, and the language of the arbitration proceed<strong>in</strong>gsand that of all documents and communications between the parties shall be English.The decision of the majority of arbitrators shall be f<strong>in</strong>al and b<strong>in</strong>d<strong>in</strong>g upon both parties. The cost andexpenses of Arbitration proceed<strong>in</strong>gs will be paid as determ<strong>in</strong>ed by the arbitral tribunal. However, theexpenses <strong>in</strong>curred by each party <strong>in</strong> connection with the preparation, presentation, etc. of its proceed<strong>in</strong>gsas also the fees and expenses paid to the arbitrator appo<strong>in</strong>ted by such party or on its behalf shall beborne by each party itself.Where the value of the contract is Rs.50 millions and below, the disputes or differences aris<strong>in</strong>g shall bereferred to the Sole Arbitrator. The Sole Arbitrator should be appo<strong>in</strong>ted by agreement between theparties; fail<strong>in</strong>g such agreement, by the appo<strong>in</strong>t<strong>in</strong>g authority, namely the * President of the Institution ofEng<strong>in</strong>eers (India.Per<strong>for</strong>mance under the contract shall cont<strong>in</strong>ue dur<strong>in</strong>g the arbitration proceed<strong>in</strong>gs and payments due tothe contractor by the owners shall not be withheld, unless they are the subject matter of the arbitrationproceed<strong>in</strong>gs.5. PROTECTION OF ENVIRONMENT:Add the follow<strong>in</strong>g as GCC Clause 16.2:The contractor shall take all reasonable steps to protect the environment on and off the Site and to avoid damageor nuisance to persons or to property of the public or others result<strong>in</strong>g from pollution, noise or other causesaris<strong>in</strong>g as a consequence of his methods of operation.Dur<strong>in</strong>g cont<strong>in</strong>uance of the contract, the contractor and his sub-contractors shall abide at all times by all exist<strong>in</strong>genactments on environmental protection and rules made thereunder, regulations, notifications and bye-laws ofthe State or Central Government, or local authorities and any other law, bye-law, regulations that may be passedor notification that may be issued <strong>in</strong> this respect <strong>in</strong> future by the State or Central Government or the localauthority.Salient features of some of the major laws that are applicable are given below :The Water (Prevention and Control of Pollution) Act, 1974, This provides <strong>for</strong> the prevention and control ofwater pollution and the ma<strong>in</strong>ta<strong>in</strong><strong>in</strong>g and restor<strong>in</strong>g of wholesomeness of water. 'Pollution' means suchcontam<strong>in</strong>ation of water or such alteration of the physical, chemical or biological properties of water or such*Choose one alternative. Insert Chairman of the executive Committee of the Indian Roads Congress (<strong>for</strong>highway project) or any other appropriate <strong>in</strong>stitutions (<strong>for</strong> other types of works).54
discharge of any sewage or trade effluent or of any other liquid, gaseous or solid substance <strong>in</strong>to water (whetherdirectly or <strong>in</strong>directly) as may, or is likely to, create a nuisance or render such water harmful or <strong>in</strong>jurious topublic health or safety, or to domestic, commercial, <strong>in</strong>dustrial, agricultural or other legitimate uses, or to the lifeand health of animals or plants or of aquatic organisms.The Air (Prevention and Control of Pollution) Act, 1981, This provides <strong>for</strong> prevention, control and abatement ofair pollution. 'Air Pollution' means the presence <strong>in</strong> the atmosphere of any 'air pollutant', which means any solid,liquid or gaseous substance (<strong>in</strong>clud<strong>in</strong>g noise) present <strong>in</strong> the atmosphere <strong>in</strong> such concentration as may be or tendto be <strong>in</strong>jurious to human be<strong>in</strong>gs or other liv<strong>in</strong>g creatures or plants or property or environment.The Environment (Protection) Act, 1986, This provides <strong>for</strong> the protection and improvement of environment and<strong>for</strong> matters connected therewith, and the prevention of hazards to human be<strong>in</strong>gs, other liv<strong>in</strong>g creatures, plantsand property. 'Environment' <strong>in</strong>cludes water, air and land and the <strong>in</strong>ter-relationship which exists among andbetween water, air and land, and human be<strong>in</strong>gs, other liv<strong>in</strong>g creatures, plants, micro-organism and property.The Public Liability Insurance Act, 1991, This provides <strong>for</strong> public liability <strong>in</strong>surance <strong>for</strong> the purpose ofprovid<strong>in</strong>g immediate relief to the persons affected by accident occurr<strong>in</strong>g while handl<strong>in</strong>g hazardous substancesand <strong>for</strong> matters connected herewith or <strong>in</strong>cidental thereto. Hazardous substance means any substance orpreparation which is def<strong>in</strong>ed as hazardous substance under the Environment (Protection) Act 1986, andexceed<strong>in</strong>g such quantity as may be specified by notification by the Central Government.[Employers should note that the Loan Agreement between IBRD and the borrow<strong>in</strong>g country may establishspecific measures to be taken dur<strong>in</strong>g construction of the Works <strong>for</strong> the protection of the environment. Subclause16.2 should be modified/expanded to take <strong>in</strong>to account such specific measures or other measuresconsidered appropriate by the Employer]Environment Management PlanThe Environment Management Plan (EMP) is a set of measures <strong>for</strong> avoidance, m<strong>in</strong>imization and mitigation ofadverse environmental impacts. The Contractor will abide by the environmental, occupational health and safetymeasures listed <strong>in</strong> the Environment Management Plan (EMP) given <strong>in</strong> the table below dur<strong>in</strong>g preparation andexecution of Works. Adverse impact/s on the environment caused due to non-adherence of legal and EMPrequirements dur<strong>in</strong>g preparation and execution of civil works shall be made good at the Contractor’s own expenses.The Eng<strong>in</strong>eer’s check and certification <strong>for</strong> payment, <strong>in</strong> accordance to requirements under Clause 42.2 of GCC, shallalso <strong>in</strong>clude the per<strong>for</strong>mance review of the Contractor with regard to EMP compliance.The complete document on Environmental and Social Management Framework (ESMF) from which these conditionshave been derived/listed is available with the Eng<strong>in</strong>eer and State Disaster Management Authority (SDMA) <strong>for</strong> theContractor’s reference. It is also available on the websites of National Disaster Management Authority (NDMA) andState Disaster Management Authority (SDMA).S.No.Activity1. Work Plan <strong>for</strong>EMPimplementation2. RegulatoryPermissionsand ConsentsMeasures to be Implemented by the ContractorThe Contractor’s Project Manager shall be responsible <strong>for</strong> implementation of EMP provisions andwill coord<strong>in</strong>ate the over-all implementation of the said plan. Along with the Work program, theContractor shall submit a plan <strong>in</strong>clud<strong>in</strong>g method statement and timel<strong>in</strong>e about specific actions thatwill be taken by him to implement the provisions laid out <strong>in</strong> the EMP.The Contractor shall obta<strong>in</strong> all requisite statutory clearances prior to commencement of civil works,which <strong>in</strong>cludes obta<strong>in</strong><strong>in</strong>g permission/consent <strong>for</strong> plants, water extraction and borrow areasoperations. This <strong>in</strong>cludes:• Consent <strong>for</strong> establishment and operation of plant (<strong>for</strong> concrete work) from SPCB• PUC certification <strong>for</strong> all vehicles/equipment used <strong>for</strong>/dur<strong>in</strong>g construction• Permission/consent of the District Adm<strong>in</strong>istration/M<strong>in</strong><strong>in</strong>g Department/other agencies <strong>for</strong>quarry<strong>in</strong>g and/or borrow<strong>in</strong>g operations <strong>for</strong> materials like sand and earth• Permission <strong>for</strong> water extraction, if applicable <strong>in</strong> the local area context.The Contractor shall abide by all conditions laid out <strong>in</strong> the said clearances.55
S.No.Activity3. Consultationand CommunityConsent4. Construction/Labour CampMeasures to be Implemented by the ContractorThe Contractor shall consult and obta<strong>in</strong> written consents of landowners (<strong>in</strong>dividual/panchayat/govt.agency) <strong>for</strong> temporary use of land <strong>for</strong> all construction related activities <strong>in</strong>clud<strong>in</strong>g:(a) sett<strong>in</strong>g-up and operation of construction camp <strong>in</strong>clud<strong>in</strong>g labour camps, stock yards etc.(b) borrow areas and(c) disposal of debris and other waste material.(a) Location: The camp and plant site/s location and establishment shall be done <strong>in</strong> a manner thatdoes not <strong>in</strong>terfere or disturb the activities of local <strong>in</strong>habitants, particularly those of schools andhealth facilities. Written permission (no objection certificate) shall be taken from the GramSabha and the land owner prior to location selection and a copy shall be submitted to theEng<strong>in</strong>eer <strong>for</strong> approval.(b) Camp site shall not be located with<strong>in</strong> 250 mts. from a water body <strong>in</strong>clud<strong>in</strong>g village ponds.(c) A distance of at least 500 mts. shall be ma<strong>in</strong>ta<strong>in</strong>ed from designated/protected natural habitats(such as National Parks, Sanctuaries, Biosphere Reserves, Reserve Forests and Ramsar Sites)and Coastal Regulation Zone.(b) Accommodation and Basic Amenities: All weather shelter with the required tenement size andtoilets shall be provided, as per provisions of Labour Laws. Separate toilet facilities shall beprovided <strong>for</strong> women workers. If a common mess is not provided/operated, additional space <strong>for</strong>cook<strong>in</strong>g shall be provided. The contractor shall ensure that hygienic conditions are ma<strong>in</strong>ta<strong>in</strong>eddur<strong>in</strong>g the operation of such camps/facilities.(c) Fuel <strong>for</strong> Cook<strong>in</strong>g: The Contractor shall ensure that fuel wood is not used as a cook<strong>in</strong>g medium<strong>in</strong> the construction/labour camp.(d) Potable water supply: Dr<strong>in</strong>k<strong>in</strong>g water supply of at least 40 lpcd with the required supply po<strong>in</strong>tsshall be provided.(e) Fire Safety: Adequate fire safety precautions shall be taken and required fire safety equipment(such as fire ext<strong>in</strong>guishers) shall be provided by the Contractor.5. Site Clearance (a). No tree cutt<strong>in</strong>g is to carried out without the written <strong>in</strong>struction from the Employer, who <strong>in</strong> turnwill ensure that relevant regulatory permission/s (<strong>in</strong>clud<strong>in</strong>g those from Forest Dept., if required)are obta<strong>in</strong>ed prior to cutt<strong>in</strong>g of such trees.6. Protection ofProperties andResources7. QuarryOperations(b) The non-timber grade trees are to be stacked and possession is to be given toEmployer/concerned Govt. Department.(c) The Contractor shall strip, store and preserve top soil from the site of construction work and <strong>in</strong>the stock yards prior to stack<strong>in</strong>g of materials. The top soil shall be re<strong>in</strong>stated <strong>in</strong> the cycloneshelter compound after the construction is over.The Contractor shall take due care to protect and prevent damages to the follow<strong>in</strong>g resources dur<strong>in</strong>gpreparatory and construction work:a. Water supply l<strong>in</strong>esb. Irrigation canalsc. Cart, cattle and/or foot trail/tracksd. Cultural properties and sites/structures of religious importancee. Houses, Farmlands, Orchards and/or Treesf. School and other exist<strong>in</strong>g build<strong>in</strong>gs adjacent to the site of constructionIn case of damage due to construction activity, the restoration/repairs shall be carried out by theContractor at his own cost.The Contractor shall procure material from quarries that have been approved/licensed by the StateGovt. A copy of such an approval shall be submitted to the Eng<strong>in</strong>eer prior to procur<strong>in</strong>g material.8. Borrow Areas (a) Borrow areas <strong>for</strong> the project will be selected by the Contractor follow<strong>in</strong>g the stipulations givenbelow. The f<strong>in</strong>alization of all such locations shall be dependent on the approval of the Eng<strong>in</strong>eeron technical and environmental grounds. This <strong>in</strong>cludes on-site verification to cross-check theaccuracy of details provided by the Contractor. Only after receipt of the written approval fromthe Eng<strong>in</strong>eer, the Contractor shall enter <strong>in</strong>to a <strong>for</strong>mal agreement with landowner.56
S.No.ActivityMeasures to be Implemented by the Contractor(b) The Contractor shall not procure any k<strong>in</strong>d of construction material (such as aggregates, sand andearth) from ecologically protected areas.(c) Identification and Selection1. The borrow area should not be located <strong>in</strong> agriculture field/s unless unavoidable i.e. barrenland is not available. In case borrow<strong>in</strong>g needs to be done on an agricultural land, top-soilstripp<strong>in</strong>g, stack<strong>in</strong>g and preservation is a must.2. Borrow pits shall not be located with<strong>in</strong> a distance of 100 mts. from any NH, SH or otherroads.3. Borrow pits shall be preferably located 500 mts. away from settlements/ habitations.4. No borrow pits shall be located with<strong>in</strong> 500 mts. from schools, colleges, playgrounds,religious structures and health centres.5. No borrow area shall be opened with<strong>in</strong> 500 mts. from a reserved or protected <strong>for</strong>est area,protected sites, wildlife movement zone and cultural heritage site.6. No tree cutt<strong>in</strong>g shall be undertaken.7. Borrow area near any surface water body will be at least 100 mts. away.(d) Operation1. Area up to which material will be extracted shall be clearly demarcated on ground.2. A 15 cm topsoil layer will be stripped and preserved <strong>in</strong> stockpiles.3. Borrow<strong>in</strong>g of earth should be preferably limited to a depth of 1.5 mtr from the exist<strong>in</strong>gground level.4. Slope at the edges will be ma<strong>in</strong>ta<strong>in</strong>ed not steeper than 1:3 (Vertical: Horizontal).9. WaterExtraction/ Use10. Safety of RoadUsers and LocalResidents(e) <strong>Rehab</strong>ilitation of Borrow Areas1. <strong>Rehab</strong>ilitation shall be satisfactorily undertaken immediately after the use has ceased and atleast three weeks prior to monsoon.2. Preserved top soil has be spread uni<strong>for</strong>mly over land (except <strong>in</strong> cases where borrow area isdeveloped as a water body) used as a borrow area.Water <strong>for</strong> construction and <strong>for</strong> use at construction camps (<strong>in</strong>clud<strong>in</strong>g labour camps) is to beextracted with prior written permission of (a) the <strong>in</strong>dividual owner, <strong>in</strong> case the source is privatewell/tube well; (b) Gram Panchayat <strong>in</strong> case the source belongs to community; and (c) IrrigationDepartment <strong>in</strong> case the source is an irrigation canal or a river.(a) Traffic safety arrangements (<strong>in</strong>clud<strong>in</strong>g provision of warn<strong>in</strong>g signage, speed breakers etc.) shallbe made by the Contractor to ensure safety of road users and local people, particularly <strong>in</strong> the<strong>in</strong>ternal village roads which will be used <strong>for</strong> transport<strong>in</strong>g materials.(b) Material shall be covered dur<strong>in</strong>g transportation to prevent spillage, accidents and pollution.(c) All required measures to ensure safety of local residents <strong>in</strong>clud<strong>in</strong>g children and other near-byresidents shall be taken up by the Contractor. This shall <strong>in</strong>clude provisions to preventunauthorised entry <strong>in</strong>to the construction site and camp; fire and electrical safety measures; precautionsaround excavation such as barricad<strong>in</strong>g and warn<strong>in</strong>g signs and safe storage of material.11. Worker’s Safety (a) All measures required <strong>for</strong> ensur<strong>in</strong>g safety and health of the workers shall be taken up by theContractor. This <strong>in</strong>cludes provision and en<strong>for</strong>cement of appropriate personal protectiveequipment; first aid facility; emergency response arrangement; proper storage of hazardous/toxic and pollut<strong>in</strong>g materials and; measures <strong>for</strong> ensur<strong>in</strong>g fire, electrical and mechanical safetyarrangements <strong>in</strong> camp and <strong>in</strong> work site.(b) All methods, steps and measures required <strong>for</strong> ensur<strong>in</strong>g safety of workers, particularly thoseneeded while undertak<strong>in</strong>g work <strong>in</strong> or around excavations; work<strong>in</strong>g at height; and; whilehandl<strong>in</strong>g <strong>in</strong>flammable, toxic and/or hazardous materials shall be ensured by the contractor.(c) Material safety data sheet record of fuel and other <strong>in</strong>flammable chemicals shall be ma<strong>in</strong>ta<strong>in</strong>ed atthe site.12. Air Pollution (a) W<strong>in</strong>d barriers or screens shall be provided <strong>in</strong> the downw<strong>in</strong>d direction at air pollution caus<strong>in</strong>gsources like plant sites and f<strong>in</strong>e material storage stock yards.57
S.No.ActivityMeasures to be Implemented by the Contractor(b) Fugitive dust emissions have to be elim<strong>in</strong>ated by provid<strong>in</strong>g dust suppression/control measures,such as water spr<strong>in</strong>kl<strong>in</strong>g and cover on materials, based on activity and site conditions.(c) All plants and equipment shall comply with pollution control norms.(d) Water shall be spr<strong>in</strong>kled at least twice dur<strong>in</strong>g dry day on haulage roads pass<strong>in</strong>g through or nearsettlements (<strong>in</strong>clud<strong>in</strong>g at least 100 m be<strong>for</strong>e the settlement).13. Water pollution (a) All measures (<strong>in</strong>clud<strong>in</strong>g provision of temporary silt fenc<strong>in</strong>g to control sediment run-off) required<strong>for</strong> avoid<strong>in</strong>g adverse impacts to water bodies (such as ponds, streams, canals and rivers), watersources (such as hand pumps and wells) and adjacent farmland shall be undertaken by theContractor.(b) Storage of materials like fuel, chemicals and cement shall be done <strong>in</strong> a manner (with imperviouslayer on bottom and a covered shed on top) that does not contam<strong>in</strong>ate land and ground/surfacewater.14. Noise Pollution (a) All noise caus<strong>in</strong>g activities shall be stopped dur<strong>in</strong>g night time (9:00 PM to 6:00 AM). TheContractor shall schedule construction works <strong>in</strong> consultation with local Panchayat Authority andSchool Pr<strong>in</strong>cipal to ensure least disturbance to school children and other adjacent residents.15. Disposal oDebris/Wastes(b) Ear plugs shall be provided to the labour fac<strong>in</strong>g risk from high noise pollution such as plant siteand those work<strong>in</strong>g near generators, heavy equipment/mach<strong>in</strong>ery.(c) Appropriate noise controll<strong>in</strong>g devices <strong>in</strong>clud<strong>in</strong>g acoustic generators shall be used to m<strong>in</strong>imisenoise dur<strong>in</strong>g construction work and operation of camp.(a) Debris and other construction waste, if any, shall be disposed <strong>in</strong> locations pre-approved by theEng<strong>in</strong>eer <strong>in</strong> a manner that it does not contam<strong>in</strong>ate the environment.(b) Location of Debris Disposal Sites: Debris disposal sites shall be located preferably away fromfarmlands, water sources and water bodies. In no case, debris shall be disposed with<strong>in</strong> 500 mts.of ecologically sensitive areas, <strong>in</strong>clud<strong>in</strong>g <strong>for</strong>ests, wetlands and protected natural habitats.16. Restoration and<strong>Rehab</strong>ilitation ofSitesAll work sites and areas under temporary use (<strong>in</strong>clud<strong>in</strong>g construction and labour camps, plant sites,haul roads and borrow areas) shall be restored/ rehabilitated to a better condition (if not at least to itsorig<strong>in</strong>al condition) and to the satisfaction of the Eng<strong>in</strong>eer and land owner upon completion ofconstruction work by the Contractor.Completion of work (as covered under clause 55.1 of GCC) will also <strong>in</strong>clude completion ofrehabilitation and clean-up of the work sites <strong>in</strong>clud<strong>in</strong>g camps, plants, <strong>in</strong> and around the constructionsite; disposal of debris/construction wastes at pre-approved locations and; restoration of borrow areasand other sites/locations used <strong>for</strong> material sourc<strong>in</strong>g.17. Liabilities Any liability aris<strong>in</strong>g out of Contractor’s agreement with landowners/ local people/gram panchayat(<strong>in</strong>clud<strong>in</strong>g those related to temporary use of land, water extraction and disposal of debris) shall besettled by the Contractor.6. LIQUIDATED DAMAGES:Sub-clause 49.1:Please substitute the last sentence with the follow<strong>in</strong>g:“Time is the essence of the contract and payment or deduction of liquidated damages shall not relieve thecontractor from his obligation to complete the work as per agreed construction program and milestones or fromany other of the contractor’s obligations and liabilities under the contract.”58
SECTION 4: CONTRACT DATA59
Contract DataItems marked "N/A" do not apply <strong>in</strong> this Contract.The follow<strong>in</strong>g documents are also part of the Contract:Clause Reference· The Schedule of Operat<strong>in</strong>g and Ma<strong>in</strong>tenance Manuals [58]· The Schedule of Key Personnel [9]· The Methodology and program of Construction & Environmental Management Plan [27]· The Schedule of Key and Critical equipment to be deployed [27]on the work as per agreed program of construction· Site Investigation reports [14The Borrower is Government of India and West Bengal is a participat<strong>in</strong>g state <strong>in</strong> the <strong>Integrated</strong> Coastal Zone ManagementprojectThe World Bank means International Development Association [1.1]and credit refers to an IDA Credit____________________________The Employer isName: The Project Director,Address: State Project Management Unit, <strong>Integrated</strong> Coastal Zone Management Project,Institute of Environmental Studies & Wetland Management, DD-24, Sector 1, Salt Lake City, Kolkata, India (1.1)Name of authorized Representative: : Project Director, SPMU, ICZMP, IESWM.__________________________The Eng<strong>in</strong>eer is (1.1)Name: Sri Mahim Maikap,Address: Assistant Eng<strong>in</strong>eer, DSDA, <strong>Digha</strong>,Purba Midnapur,WBName of Authorized Representative: Sri Soumen Pal, Executive Officer,DSDA, <strong>Digha</strong>, Purba Midnapur,WBThe Adjudicator appo<strong>in</strong>ted jo<strong>in</strong>tly by the Employer and Contractor is:*Name : _____________________________________ (1.1)*Address :______________________________________________________________________(*to be filled <strong>in</strong> after the Adjudicator has been appo<strong>in</strong>ted)The name and identification number of the Contract isHawker's rehabilitation, beach amenities, landscap<strong>in</strong>g and allied works at <strong>Digha</strong>, West Bengal, <strong>Bid</strong> No.: 02-SPMU/WB/W-34/2013-14The Works consist of—Construction of build<strong>in</strong>g, electrical works, plumb<strong>in</strong>g and sanitary works, landscap<strong>in</strong>g, horticulture,etc (1.1)___________________________________________________________________________________________________60
____________________________________________________________________________________________________[brief summary, <strong>in</strong>clud<strong>in</strong>g relationship to other contracts under the Project].The Start Date shall be the date of issue of notice to proceed with the work. (1.1)The Intended Completion Date <strong>for</strong> the wholeof the Works is 12 month with the follow<strong>in</strong>g milestones: [17, 28]Milestone dates:Physical works to be completedPeriod from the date of issue ofnotice to proceed with the workMilestone 1 i.e. 50% completion of all civil, sanitary & plumb<strong>in</strong>g works ofall beach am<strong>in</strong>ities, watch towers, Build<strong>in</strong>g-1 &2, 9 (n<strong>in</strong>e) months.Hawker’s Kiosks.Milestone 2 i.e. Completion of all balance work of milestone 1, 15 (fifteen) months.50 % completion of all electrical works, landscap<strong>in</strong>gof OAT & external works of Jagannath Ghat,Kshanika Ghat & SaikatabasMilestone 3 i.e. Completion of all rema<strong>in</strong><strong>in</strong>g works18 (eighteen) monthsThe follow<strong>in</strong>g documents also <strong>for</strong>m part of the Contract: [2.3]_____________NIL________________________The Contractor shall submit a revised program <strong>in</strong>clud<strong>in</strong>g EnvironmentalManagement Plan <strong>for</strong> the Works (<strong>in</strong> such <strong>for</strong>m and detail as theeng<strong>in</strong>eer shall reasonably prescribe) with<strong>in</strong> 14 days ofdelivery of the Letter of Acceptance. [27]The Site Possession Dates shall be: fourteen daysfrom the date of sign<strong>in</strong>g the agreement [21]The Site is located at <strong>Digha</strong>, Dist-East Midnapur, West Bengal_____________________________________and is def<strong>in</strong>ed <strong>in</strong> draw<strong>in</strong>gs nos. a) of section 6____________________________________________________________________________________________________________________The Defects Liability Period is _365 days from the date of certification of completion of works. (where sectionalcompletion certificate is issued this will apply from those dates <strong>for</strong> those sections). [35]Insurance requirements are as under: [13](i)Works and Plant andMaterialsM<strong>in</strong>imum Cover<strong>for</strong> InsuranceContract valueMaximum deductible<strong>for</strong> Insurance5% of the ContractValue(ii)Loss or damage toEquipmentTotal book value ofthe equipment5% of the figurealongside61
ought to the siteby the contractor(iii) Other Property Rs.10,00,000/- Rs.10,000/-(iv)Personal <strong>in</strong>jury or death<strong>in</strong>surance:a) <strong>for</strong> other people;As per Workmen’sCompensation Act1923 and otherActs <strong>in</strong> <strong>for</strong>ce.As per Workmen’sCompensation Act1923 and other Acts <strong>in</strong><strong>for</strong>ce.b) <strong>for</strong> Contractor’sEmployeesIn accordance with the statutory requirementsapplicable to India, Workmen CompensationAct.The follow<strong>in</strong>g events shall also be Compensation Events: [44]1. _____________________NIL_______________________________2. _____________________NIL_______________________________3. _____________________NIL_______________________________4. _____________________NIL_______________________________The period between program updates shall be 30 days. [27]The amount to be withheld <strong>for</strong> late submission of an updatedprogram shall be Rs 2,00,000.00 ____________________________________________[27]The language of the Contract documents is English [3]The law which applies to the Contract is the laws of Union of India [3]The currency of the Contract is Indian Rupees. [46]Fees and types of reimbursable expenses to be paid to the Adjudicator [25]Rs.3000.00 per sitt<strong>in</strong>g plus reimbursable expenses, (i.e.) Travel<strong>in</strong>g, board<strong>in</strong>g & lodg<strong>in</strong>g expenses__________________________________________________________________________________________________________________________________________Appo<strong>in</strong>t<strong>in</strong>g Authority <strong>for</strong> the Adjudicator The President, Institution of Eng<strong>in</strong>eers (India), Kolkata chapter [26]The <strong>for</strong>mula(e) <strong>for</strong> adjustment of prices areDeletedThe proportion of payments reta<strong>in</strong>ed (retention money) shall be 6% from each billsubject to a maximum of 5% of f<strong>in</strong>al contract price [48]The liquidated damages <strong>for</strong> the whole of the works are(0.05%) per day and that <strong>for</strong> the milestone are as under : [49]For milestone 1For milestone 2For milestone 3Rs 20,000.00 per dayRs 27,000.00 per dayRs 8,000.00 per dayThe maximum amount of liquidated damages <strong>for</strong> the whole of the works [49]is ten percent of f<strong>in</strong>al contract price.The amounts of the advance payment are: [51]62
Nature of Advance Amount (Rs.) Conditions to be fulfilled1. Mobilization 5% of the Contract price On submission of un-conditional Bank Guarantee.(to be drawn be<strong>for</strong>e end of 20% of Contract period)2. Equipment(This advance is notapplicable <strong>for</strong>equipment alreadyowned or hired/leased by thecontractor.)90% <strong>for</strong> new and 50% of depreciatedvalue <strong>for</strong> old equipment. Totalamount will be subject to a maximumof 5%of the Contract price.After equipment is brought to site as per agreedconstruction program (provided the Eng<strong>in</strong>eer issatisfied that the equipment is required <strong>for</strong>per<strong>for</strong>mance of the contract) and on submission ofunconditional Bank Guarantee <strong>for</strong> amount of advance.3. Secured advance<strong>for</strong> nonperishablematerials broughtto site75% of Invoice value or Market value- lower of the two.a) The materials are <strong>in</strong>-accordance with thespecification <strong>for</strong> Works;b) Such materials have been delivered to site, and areproperly stored and protected aga<strong>in</strong>st damage ordeterioration to the satisfaction of the Eng<strong>in</strong>eer.The contractor shall store the bulk material <strong>in</strong>measurable stacks.;c) The Contractor’s records of the requirements,orders, receipt and use of materials are kept <strong>in</strong> a<strong>for</strong>m approved by the Eng<strong>in</strong>eer and such recordsshall be available <strong>for</strong> <strong>in</strong>spection by the Eng<strong>in</strong>eer;d) The contractor has submitted with his monthlystatement the estimated value of the materials onsite together with such documents as may berequired by the Eng<strong>in</strong>eer <strong>for</strong> the purpose ofvaluation of the materials and provid<strong>in</strong>g evidenceof ownership and payment thereof;e) Ownership of such materials shall be deemed tovest <strong>in</strong> the Employer <strong>for</strong> which the Contractorhas submitted an Indemnity Bond <strong>in</strong> anacceptable <strong>for</strong>mat; andf) The quantity of materials are not excessiveand shall be used with<strong>in</strong> a reasonable time asdeterm<strong>in</strong>ed by the Eng<strong>in</strong>eer.(The advance payment will be paid to the Contractor no later than 15 days after fulfillment of the above conditions).Repayment of advance payment <strong>for</strong> mobilization and equipment: [51]The advance shall be repaid with percentage deductions from the <strong>in</strong>terim payments certifiedby the Eng<strong>in</strong>eer under the Contract. Deductions shall commence <strong>in</strong> the next Interim PaymentCertificate follow<strong>in</strong>g that <strong>in</strong> which the total of all such payments to the Contractor has reachednot less than 15 percent of the Contract Price or —6— months from the date of payment offirst <strong>in</strong>stallment of advance, whichever period concludes earlier, and shall be made at the rateof _15__ percent of the amounts of all Interim Payment Certificates until such time as theadvance has been repaid, always provided that the advance shall be completely repaid prior tothe expiry of the orig<strong>in</strong>al time <strong>for</strong> completion.Repayment of secured advance:63
The advance shall be repaid from each succeed<strong>in</strong>g monthly payments to the extent materials[<strong>for</strong> which advance was previously paid pursuant to Clause 51.4 of G.C.C. and 51(3) ofContract Data on prepage] have been <strong>in</strong>corporated <strong>in</strong>to the Works.The Securities shall be <strong>for</strong> the follow<strong>in</strong>g m<strong>in</strong>imum amounts equivalent as a percentage of [52]the Contract Price:Per<strong>for</strong>mance Security <strong>for</strong> 5 per cent of contract price plus Rs NA. ... as additionalsecurity <strong>for</strong> unbalanced bids [<strong>in</strong> terms of ITB Clause 29.5].The standard <strong>for</strong>m of Per<strong>for</strong>mance Security acceptable to the Employer shall be an unconditionalBank Guarantee of the type as presented <strong>in</strong> Section 8 of the <strong>Bid</strong>d<strong>in</strong>g <strong>Document</strong>s.The date by which operat<strong>in</strong>g and ma<strong>in</strong>tenance manuals are required is with<strong>in</strong> 28 days of issue [58]of certificate of completion of whole or section of the work, as the case may be.The date by which “as-built” draw<strong>in</strong>gs (<strong>in</strong> scale 1:100) <strong>in</strong> 2 sets are required is with<strong>in</strong>28 days of issue of certificate of completion of whole or section of the work, as the case may be. [58]The amount to be withheld <strong>for</strong> fail<strong>in</strong>g to supply “as built” draw<strong>in</strong>gs and/or operat<strong>in</strong>g and [58]ma<strong>in</strong>tenance manuals *by the date required is Rs.5,00,000.00The follow<strong>in</strong>g events shall also be fundamental breach of contract: [59.2]1. The Contractor has contravened Sub-clause 7 of GCC read with SCC and Clause 9.0 ofGCC2. The contractor does not adhere to the agreed construction program and agreedenvironmental management plan (Clause 27 of GCC) and also fails to take satisfactoryremedial action as per agreements reached <strong>in</strong> the management meet<strong>in</strong>gs (Clause 31) <strong>for</strong>a period of 60 days.3. The contractor fails to carry out of the <strong>in</strong>structions of Eng<strong>in</strong>eer with<strong>in</strong> a reasonable timedeterm<strong>in</strong>ed by the Eng<strong>in</strong>eer <strong>in</strong> accordance with GCC Clause 16.1 and 23.1.The percentage to apply to the value of the work not completed represent<strong>in</strong>g the Employer's [60]additional cost <strong>for</strong> complet<strong>in</strong>g the Works shall be 20 percent.64
SECTION 5: SPECIFICATIONS65
GENERAL SPECIFICATIONS1.0 SCOPE OF WORK1.1 Application of specification and item of work:This specification <strong>for</strong>ms part of the contract and shall be read <strong>in</strong> conjunction with other documents <strong>for</strong>m<strong>in</strong>g the contract,viz. Notice <strong>in</strong>vit<strong>in</strong>g BID, conditions and requirements of tender<strong>in</strong>g, Scope of work and technical <strong>in</strong><strong>for</strong>mation, Generalterms and conditions of contract, General and Technical Specification, draw<strong>in</strong>gs, Bill of quantities and schedule ofprobable items of works.The offered rates must cover the cost of all materials, all taxes & duties <strong>in</strong> vogue, labour, tools, mach<strong>in</strong>ery, plant, explosives,scaffold<strong>in</strong>g, stag<strong>in</strong>g, shor<strong>in</strong>g, props, bamboos, ropes templates, pegs, and all appliances and operations whatever necessary <strong>for</strong>efficient execution and completion of the work.All works are to be executed <strong>in</strong> accordance with descriptions <strong>in</strong> the schedule of item of works along with thespecifications, terms, conditions provided elsewhere <strong>in</strong> the tender documents.Item of works and their details, which are not covered by this specification, shall be carried out as per those of P.W. Department, Govt.of West Bengal, Presidency Circle. and relevant IS recommendation.Manner of works not <strong>in</strong>cluded above, should be carried out as per relevant provisions of Manual on Water Supply andTreatment published by CPHEEO, relevant I.S. specifications and code of practice and as per manufacturer’sspecification (where ever necessary).The overall outl<strong>in</strong>e of works to be done by the contractor and the detail have been mentioned <strong>in</strong> the item of works <strong>in</strong> theschedule and <strong>in</strong> the specification, draw<strong>in</strong>g and elsewhere <strong>in</strong> the tender documents. Each scheduled item has to becarried out and completed by the contractor at the accepted rate cover<strong>in</strong>g the full extent outl<strong>in</strong>ed <strong>in</strong> the schedule andspecification and not withstand<strong>in</strong>g any omission <strong>in</strong> mention<strong>in</strong>g of supply and execution of such component of worksexcept <strong>in</strong> special case specifically mentioned. Items <strong>in</strong>dicated <strong>in</strong> the schedule are exhaustive. Yet if there by anyshort fall felt by the tenderer he may <strong>in</strong>clude the same while quot<strong>in</strong>g his rate so as to make the item complete <strong>in</strong> allrespect <strong>for</strong> successful completion of the work.The contractor’s works shall be guided by the total requirement briefly outl<strong>in</strong>ed and shall <strong>in</strong>clude additionalworks other than those component of works mentioned <strong>in</strong> the item to complete the work. The tenderer or thecontractor has to completely execute the full requirements ensur<strong>in</strong>g per<strong>for</strong>mance guarantee of each componentof the works, equipment and mach<strong>in</strong>ery so that all the <strong>in</strong>dividual components are brought up to the optimumcondition <strong>for</strong> susta<strong>in</strong>ed and satisfactory operation <strong>in</strong>dividually and collectively.1.2 Site Condition:The contractor is to visit the site and ascerta<strong>in</strong> local conditions, traffic restrictions, and obstructions <strong>in</strong> the areabe<strong>for</strong>e submission of tender paper to satisfy himself.1.3 Sett<strong>in</strong>g out and level<strong>in</strong>g:The contractor is to set out and level all the works <strong>in</strong> accordance with the approved draw<strong>in</strong>gs, and will beresponsible <strong>for</strong> the accuracy of the same. They have to provide all <strong>in</strong>struments, sett<strong>in</strong>g out equipments andproper qualified staff required <strong>for</strong> the sett<strong>in</strong>g works. If any error will be found dur<strong>in</strong>g check<strong>in</strong>g by thedepartment, re-sett<strong>in</strong>g out will have to be carried out by the contractor with out any extra payment. If any worksfound faulty due to erroneous sett<strong>in</strong>g out works, the contractor shall have to rectify the same with out any extra cost.1.4 Safety Code:66
The contractor shall take adequate precaution to provide complete safety <strong>for</strong> prevention of accidents on thesite.1.5 Keep<strong>in</strong>g works free from water:The contractor shall provide and ma<strong>in</strong>ta<strong>in</strong> at his own cost, electrically or other power driven pumps and otherplant and equipment to keep the site and foundation pits and trenches free from water and cont<strong>in</strong>ue to do so till thesite is handed over to the complete satisfaction of E.I.C.1.6 Clear Site:The site dur<strong>in</strong>g the execution of works should have sober and tidy appearance with everyth<strong>in</strong>g necessary <strong>for</strong>the work neatly and systematically arranged.The contractor at his own cost, shall clear the site of all trees, roots and obstructions. Where excavation is required,that should be done strictly upto the required level. Any surplus earth should be spread over the low lands or used<strong>in</strong> earth fill<strong>in</strong>g works <strong>for</strong> development of site.After the completion of the work, the entire site shall be cleared satisfactorily with (a) all pits, digg<strong>in</strong>gs andtrenches properly filled up (b) all surfaces adequately dressed (c) all surplus materials, sheds, tents and all otherancillaries removed from the site at his own cost.1.7 Bench Marks and Ground Water Gauges:The contractor shall establish and protect surveyor’s benchmarks and base l<strong>in</strong>e marks from damage ormovement dur<strong>in</strong>g work at his cost.1.8 Inspection:The contractor shall <strong>in</strong>spect the site of work and ascerta<strong>in</strong> site conditions and the nature of soil to beexcavated.1.9 Contractor’s Staff:The contractor must provide at all times efficient staff of trustworthy, skilful and experienced assistantscapable of carry<strong>in</strong>g out the work <strong>in</strong> accordance with the draw<strong>in</strong>gs and specifications and to correct levels <strong>in</strong>accordance with the provisions made <strong>in</strong> the relevant clause of the PQ <strong>Bid</strong> document.1.10 Measurement of Work:The CONTRACTOR or his authorized site eng<strong>in</strong>eer shall be available at site at all reasonable times to takejo<strong>in</strong>t measurement of work done <strong>for</strong> the purpose of payment and shall also provide without any extra charges,the necessary measur<strong>in</strong>g <strong>in</strong>struments and men.1.11 List of I.S. Code of Practices & others Publications:A list of few important Indian Standard (latest edition) are given which does not cover all the relevant sides ofpractices.Wherever reference towards the Indian standards mentioned below or otherwise appears <strong>in</strong> the specification, itshall be taken as reference to the latest version of the standard.67
S. No. IS No. DESCRIPTION1 IS-1200 (Part-I to 28) Measurement of Build<strong>in</strong>g Works, method materials & details of construction.2 SP:7 - 1983 National Build<strong>in</strong>g code of India. (first revision)3 IS-4082: 1996 Stack<strong>in</strong>g of storage of constructional materials at site- recommendation.4 IS-3764 Safety Code <strong>for</strong> Excavation Work.5 IS-3696 Safety Code <strong>for</strong> Scaffolds and Ladders.6 IS-15875 Load<strong>in</strong>g standards.7 IS-1893 & 4326 Earth Quake design.8 IS-1080 & 2950 Foundations.9 IS-1199: 1959 Sampl<strong>in</strong>g & Analys<strong>in</strong>g of concrete.10 IS-8142: 1976 Tests <strong>for</strong> sett<strong>in</strong>g time of concrete.11 IS-516: 1959 Tests <strong>for</strong> strength of concrete.12 IS-9013: 1978 Tests <strong>for</strong> compressive strength.13 IS-4031 Tests <strong>for</strong> cement.14 IS-2911: 1985 (Part –4) Load test on piles.15 IS-3495 Methods of Test<strong>in</strong>g Burnt Clay Bldg. Bricks.16 IS-3114: 1965 (art-6) Method of hydraulic test of water supply pipe l<strong>in</strong>e.17 IS-3597 : 1985 Method of test<strong>in</strong>g of concrete pipes.18 IS-12969: 1990 Method of test <strong>for</strong> quality characteristics of valves.19 IS-11606 Methods <strong>for</strong> sampl<strong>in</strong>g of C.I. Pipes & Fitt<strong>in</strong>gs.20 IS-822: 1970 Procedure <strong>for</strong> <strong>in</strong>spection of welds.21 IS-73-07 (Part – I) Approved tests <strong>for</strong> weld<strong>in</strong>g procedures (fusion weld<strong>in</strong>g of steel)22 IS-7310 (Part – I) Approved tests <strong>for</strong> welders work<strong>in</strong>g to approved weld<strong>in</strong>g procedure (Part I:fusion weld<strong>in</strong>g of steel).23 IS-269: 1989 Ord<strong>in</strong>ary, Rapid harden<strong>in</strong>g & low heat Portland Cement – 33 Grade24 IS-8112: 1989 Ord<strong>in</strong>ary, Rapid harden<strong>in</strong>g & low heat Portland Cement – 43 Grade25 IS-12269: 1987 Ord<strong>in</strong>ary, Rapid harden<strong>in</strong>g & low heat Portland Cement – 53 Grade26 IS:455-1989 Portland slag cement.27 IS:6452-1989 High Alum<strong>in</strong>a cement <strong>for</strong> structural use.28 IS:8041-1990 Rapid harden<strong>in</strong>g Portland cement.29 IS-1489(Part-I & 2): 1991 Portland Pozzlona Cement.30 IS-1726 Admixture of concrete.31 IS-2645 Internal cement water proof<strong>in</strong>g compounds.32 Sand IS-1542 Sand <strong>for</strong> plaster33 IS:2116-1980 Sand <strong>for</strong> masonry mortars34 Aggregates IS:383-1970 Aggregates course and f<strong>in</strong>e from natural sources <strong>for</strong> concrete.35 Aggregates IS:515-1959 Aggregates <strong>for</strong> use <strong>in</strong> Mass Concrete Natural and manufactured.36 Bricks IS: 1077-1992 Common Burnt clay-build<strong>in</strong>g bricks.37 Soil IS:1489-1970 Classification & Identification of Soil <strong>for</strong> General Eng<strong>in</strong>eer<strong>in</strong>g purpose.38 Steel: Iron Work IS-1786: 1985 High yield strength de<strong>for</strong>med bar (Grade Fe 415).39 IS-2062: 1992 Structural steel.68
40 IS-814: 1991 Electrodes <strong>for</strong> manual metal arc weld<strong>in</strong>g.41 IS-2062 (Grade-A) Low Carbon structural steel.42 IS-808: 1989 Rolled Steel Beams, Channels and angles.43 IS-1038: 1983 Steel doors, w<strong>in</strong>dows & Ventilators.44 IS-1052: 1983 Specification <strong>for</strong> Collapsible Gate.45 IS-7452: 1990 Hot rolled steel section <strong>for</strong> doors, w<strong>in</strong>dows and ventilators.46 IS-1361 Steel W<strong>in</strong>dows <strong>for</strong> Industrial Build<strong>in</strong>gs.47 IS-412 Expanded Metal Steel Sheets <strong>for</strong> General Purpose.48 IS-1948 Alum<strong>in</strong>um Doors, W<strong>in</strong>dows and Ventilators.49 IS-1949 Alum<strong>in</strong>um W<strong>in</strong>dows Industrial Build<strong>in</strong>gs.50 IS-4021: 1995 Timber door w<strong>in</strong>dow and ventilator frames.51 IS-1003: 1991 Timber paneled and glazed door shutters.52 IS-2202 : 1991 Wooden flush door shutters. (Solid core type).53 IS-287 Recommendations <strong>for</strong> Maximum Permissible Moisture Content of Timber used<strong>for</strong> Different Purpose.54 IS-6198 Ledges, Braced and Battened Timber Door Shutters.55 IS-204 Tower bolts.56 IS-205 Non-ferrous metal butt h<strong>in</strong>ges.57 IS-208 Door Handles.58 IS-281 Mild Steel Slid<strong>in</strong>g Door Bolts <strong>for</strong> use with Padlocks.59 IS-2681 Non-ferrous Metal Slid<strong>in</strong>g Door Bolts <strong>for</strong> use with Padlocks.60 IS-451 Technical Supply Conditions <strong>for</strong> Wood Screws.61 IS-1823 Floor Door Stopper.62 IS-2209 Mortice Lock (vertical type).63 IS-6607 Rebated Mortice Locks (vertical type).64 IS-3564 Door Closers (hydraulically regulated).65 IS-3847 Door Handles <strong>for</strong> Mortice Locks (vertical type).66 IS-363 Hasps and Staples.67 IS-419 Putty <strong>for</strong> use on W<strong>in</strong>dow Frames.68 IS-1237 : 1980 Floor<strong>in</strong>g Tiles of Cement concrete.69 IS-777 : 1988 Glazed E.W. wall tiles.70 IS-4457: 1982 Ceramic unglazed vitreous acid resist<strong>in</strong>g tiles.71 IS-458 : 1988 Precast concrete pipe.72 IS-1230: 1979 CI Ra<strong>in</strong> Water Pipes & Fitt<strong>in</strong>gs.73 IS:651 Salt-glazed-stoneware sanitary appliances74 IS:771 Glazed earthenware sanitary appliances75 IS:2556 Vitreous sanitary appliances (vitreous Ch<strong>in</strong>a)76 IS:774 Flush<strong>in</strong>g cisterns <strong>for</strong> water closets and ur<strong>in</strong>als, valueless siphonic typeBrackets and supports <strong>for</strong> wash bas<strong>in</strong>s and s<strong>in</strong>ks77 IS:775 Sand-cast brass screw down b<strong>in</strong> taps and stop taps <strong>for</strong> water services Pillar taps78 IS:781 Automatic flush<strong>in</strong>g cisterns <strong>for</strong> ur<strong>in</strong>als79 IS:1795 Plastic water-closet seats and covers80 IS:2326 Copper alloy waste fitt<strong>in</strong>gs <strong>for</strong> wash bas<strong>in</strong>s and s<strong>in</strong>ks81 IS:2548 Plug cocks <strong>for</strong> water supply purpose69
82 IS:296383 IS:300484 IS:3311 Waste plug and its accessories <strong>for</strong> s<strong>in</strong>ks and wash bas<strong>in</strong>s85 IS:4346 Washers <strong>for</strong> water taps <strong>for</strong> cold water services Copper alloy gate, globe andcheck valve <strong>for</strong> water works purpose86 IS:77887 IS-780: 1984 Sluice valves <strong>for</strong> water works purposes. (Small dia-50 mm to 300 mm size).88 IS-2906: 1984 - do - (Higher dia-350 mm to 1200 mm size).89 IS-13095: 1991 Butterfly valves <strong>for</strong> general purposes.90 IS-12992: 1993 Spr<strong>in</strong>g loaded safety relief valves.91 IS-5312: 1984 Sw<strong>in</strong>g check type reflux valves.92 IS-3042: 1965 S<strong>in</strong>gle faced sluice gate (200 mm – 1200 mm).93 IS-5312 (Part-I): 1984 Sw<strong>in</strong>g check type reflux (non-return) (s<strong>in</strong>gle door) valves.94 IS-5312 (Part-II): 1986 -do- (Multi door pattern)95 IS-12820: 1989 Dimensional requirements <strong>for</strong> rubber gasket <strong>for</strong> mechanical jo<strong>in</strong>ts & push on jo<strong>in</strong>ts.96 IS-1726 Cast iron manhole covers and frames <strong>in</strong>tended <strong>for</strong> use <strong>in</strong> dra<strong>in</strong>age works.97 IS-1322: 1993 Bitumen felt <strong>for</strong> water proof<strong>in</strong>g and damp proof<strong>in</strong>g.98 SP-23 Hand book of concrete Mix Design.99 Concrete IS-456: 2000 Code of Practice <strong>for</strong> pla<strong>in</strong> & re<strong>in</strong><strong>for</strong>ced concrete (1st revision).100 IS-4926: 1973 Specification <strong>for</strong> ready mixed concrete. (first revision)101 IS:3370 - Part-I/1965 Code of Practice <strong>for</strong> concrete structures <strong>for</strong> the storage of Liquids-Generalrequirements.102 IS-3370 - Part-II/1965 – do - - do – re<strong>in</strong><strong>for</strong>ced concrete structures.103 IS-1786: 1985 Tor steel re<strong>in</strong><strong>for</strong>cement.104 IS-2751: 1966 Weld<strong>in</strong>g of re<strong>in</strong><strong>for</strong>cement.105 IS-2502: 1963 Bend<strong>in</strong>g & fix<strong>in</strong>g of bars <strong>for</strong> concrete re<strong>in</strong><strong>for</strong>cement.106 SP-34 Hand book of concrete Re<strong>in</strong><strong>for</strong>cement and detail<strong>in</strong>g.107 IS-9077: 1979 Corrosion protection of steel re<strong>in</strong><strong>for</strong>cement <strong>in</strong> R.C.C. structure.108 Is-2911: 1979 (Part-I Section –2) Design & construction of bored cast <strong>in</strong> situ concrete piles.109 IS-800: 1984 Use of structural steel <strong>in</strong> general build<strong>in</strong>g construction.110 IS-816: 1991 Use of metal <strong>in</strong> weld<strong>in</strong>g <strong>for</strong> general construction <strong>in</strong> mild steel.111 IS-823 Procedures <strong>for</strong> manual are weld<strong>in</strong>g of mild steel.112 IS-4353 Submerged Arc Weld<strong>in</strong>g of Mild Steel and Low Alloy Steels.113 IS-6494: 1988 Water proof<strong>in</strong>g of under-ground water reservoir and swimm<strong>in</strong>g pools.114 IS-3067: 1988 General design details and preparatory work <strong>for</strong> damp proof<strong>in</strong>g and water proof<strong>in</strong>g ofbuild<strong>in</strong>g.115 IS-2750 Steel Scaffold<strong>in</strong>gs.116 IS-4014 Code of Practice <strong>for</strong> Steel Tubular Scaffold<strong>in</strong>g117 IRC-SP-63 Guidel<strong>in</strong>e <strong>for</strong> use of <strong>in</strong>terlock<strong>in</strong>g concrete block pavement.118 IS-2114 : 1984 Lay<strong>in</strong>g <strong>in</strong> situ tettazzo floor f<strong>in</strong>ish.119 IS-1443 : 1972 Cement concrete floor<strong>in</strong>g tiles, lay<strong>in</strong>g and f<strong>in</strong>ish<strong>in</strong>g of.120 IS-2571 : 1970 Lay<strong>in</strong>g <strong>in</strong>-situ cement concrete floor<strong>in</strong>g.121 IS-1081 Code of Practice <strong>for</strong> Fix<strong>in</strong>g and Glaz<strong>in</strong>g of Metal Doors, W<strong>in</strong>dows andVentilators.122 IS-6248: 1979 Specification <strong>for</strong> metal Roll<strong>in</strong>g Shutter and Roll<strong>in</strong>g Grill.70
123 IS-1868: 1983 Code of practice <strong>for</strong> Fabrication of Alum<strong>in</strong>um Door & W<strong>in</strong>dow124 IS-1661: 1972 Cement & Cement lime plaster f<strong>in</strong>ishes.125 IS-6278 Code of Practice <strong>for</strong> white wash<strong>in</strong>g and colour wash<strong>in</strong>g.126 IS-102 Ready mixed pa<strong>in</strong>t, brush<strong>in</strong>g, red lead, non-sett<strong>in</strong>g, prim<strong>in</strong>g.127 IS-1477 Code of Practice <strong>for</strong> pa<strong>in</strong>t<strong>in</strong>g of ferrous metals <strong>in</strong> build<strong>in</strong>gs.128 IS-2074 Ready mixed pa<strong>in</strong>t, red oxide z<strong>in</strong>c chrome prim<strong>in</strong>g.129 IS-2339 Alum<strong>in</strong>um pa<strong>in</strong>t <strong>for</strong> general purposes.130 IS-12288: 1998 Specification <strong>for</strong> use and lay<strong>in</strong>g of Ductile Iron Pipes.131 IS-3114 : 1994 Lay<strong>in</strong>g of C.I. Pipes.132 IS-783 : 1985 Lay<strong>in</strong>g of concrete pipe.133 IS:7634 Lay<strong>in</strong>g and P.V.C. Pipes134 IS-782:1978 Caulk<strong>in</strong>g Lead.135 IS-3950: 1979 Surface boxes <strong>for</strong> sluice valves.136 SP – 35 (S & P) Hand book on Water Supply & Sanitary works.137 IS-2685: 1971 Specification <strong>for</strong> selection, <strong>in</strong>stallation and ma<strong>in</strong>tenance of Sluice Valves.138 IS:1742 Code of practice <strong>for</strong> build<strong>in</strong>g dra<strong>in</strong>age139 IS:2065 Code of practice <strong>for</strong> water supply <strong>in</strong> build<strong>in</strong>gs140 IS 4353 Code of practice <strong>for</strong> weld<strong>in</strong>g141 IS7307, & IS 7310 Code of practice <strong>for</strong> Qualification standard <strong>for</strong> weld<strong>in</strong>g procedures, weld<strong>in</strong>gand weld<strong>in</strong>g operations142 IS 5878 Code of practice <strong>for</strong> Weld<strong>in</strong>g defectsN.B.:For rest of the I.S.S. the Contractor should consult classified list of Indian standard, CivilEng<strong>in</strong>eer<strong>in</strong>g Dept (CED) of latest version.2.0 APPROVAL OF MATERIALSSample of materials <strong>in</strong> sufficiently large quantity with descriptive data thereof shall be furnished by thecontractor to the Eng<strong>in</strong>eer-<strong>in</strong>-charge well be<strong>for</strong>e the collection of such materials and equipments so as topermit <strong>in</strong>spection, test<strong>in</strong>g and approval. The sample shall be properly marked to show the name of thematerials, name of manufacturer, place of orig<strong>in</strong> and item <strong>for</strong> which it is to be used. After approval, thesample shall be available <strong>for</strong> <strong>in</strong>spection at all time.All materials <strong>in</strong>clud<strong>in</strong>g DI Pipes, C.I.D.F Pipes, Specials , Rubber Gasket , Nuts & Bolts etc. to be suppliedby the contractor shall con<strong>for</strong>m to the requisite I.S. specification properly tested and duly certified. Those areto be approved by the Eng<strong>in</strong>eer-<strong>in</strong>-charge be<strong>for</strong>e use. Third party <strong>in</strong>spection of such materials has to bearranged by the agency and to be approved by the tender <strong>in</strong>vit<strong>in</strong>g authority.3.0 MATERIALS3.1 Stone Chips:These should be obta<strong>in</strong>able by the contractor from Pakur, well graded con<strong>for</strong>m<strong>in</strong>g to the standard specificationsof P.W.D. and approved by the Eng<strong>in</strong>eer-<strong>in</strong>-charge.3.2 Sand:Sand <strong>for</strong> construction purpose shall have to be collected either from Simlagar or river bed ofDamodar/Mayurakshi/Kangsabati or Ajoy and should be coarse, cleaned, screened and washed & of qualitycon<strong>for</strong>m<strong>in</strong>g to the standard specification of P.W.D/ this Directorate and also to be approved by the Eng<strong>in</strong>eer<strong>in</strong>-charge.3.3 Brick:71
Bricks shall be of first class quality, well burnt <strong>in</strong> kiln, sound hard , true to shape and of the standarddimensions, and to be got approved by the Eng<strong>in</strong>eer-<strong>in</strong>-charge be<strong>for</strong>e use.3.4 Plasticiser:Super-Plasticiser of SIKA / CICO make con<strong>for</strong>m<strong>in</strong>g to IS: 2645-1975 & IS: 9103-1974 must be used.3.5 Bolts & Nuts:Make: GKW / TATA or EquivalentBolts and nuts con<strong>for</strong>m to the requirements of turned grade bolts of symbol 4D, 5D and 53 specifications - IS:1363 (latest edition) – Technical supply conditions <strong>for</strong> threaded fastener. The screw thread shall con<strong>for</strong>m tocoarse series – medium class referred <strong>in</strong> IS: 1367 (latest edition)/.4.0 MAT CONCRETE OR FOUNDATION CONCRETE100 mm thick concrete of proportion 1:2:4 with 20 mm downgraded stone chips (Chandil / Pakur variety) shallbe provided below all the foundations and structures over a layer of Brick Flat sol<strong>in</strong>g as approved byEng<strong>in</strong>eer-<strong>in</strong>-charge.5.0 EXCAVATIONS AND FILLING5.1 Excavations necessary <strong>for</strong> the works may require digg<strong>in</strong>g and penetration through any soil or strata, removalof stems and roots of tress, break<strong>in</strong>g and removal of old structures, dewater<strong>in</strong>g from all sources e.g. ra<strong>in</strong>,seepage, leakage, subsoil water etc. protect<strong>in</strong>g the trench and well pit and adjo<strong>in</strong><strong>in</strong>g structures and servicel<strong>in</strong>es, by timber<strong>in</strong>g, shor<strong>in</strong>g, propp<strong>in</strong>g, sheet pil<strong>in</strong>g etc. Excavation shall be done only upto the required leveland all extra depth of excavation, if made, has to be filled <strong>in</strong> with materials and manners approved by theEng<strong>in</strong>eer-<strong>in</strong>-charge.5.2 All excavated materials must be carefully deposited <strong>in</strong> spoil bank allow<strong>in</strong>g the access to workers and plantmach<strong>in</strong>ery. The toe of the spoil bank shall be set at sufficient distance and should not be less than 3 to 4 timesthe depth of excavation. If so ordered by the Eng<strong>in</strong>eer-<strong>in</strong>-charge, the excavated materials have to be carriedaway and placed with<strong>in</strong> a lead of 75 mtr. Such quantity of extra materials as may be required, shall be broughtback to back-fill the trench with proper consolidation <strong>in</strong> layers of 150 mm thickness, properly rammed.Flood<strong>in</strong>g of trench pit dur<strong>in</strong>g back fill<strong>in</strong>g may be resorted to if so directed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge.5.3 Contractor must make good at his own cost, all damages or settlements susta<strong>in</strong>ed by any structure founded onthe trench or adjacent to the trench.5.4 All excavated materials will rema<strong>in</strong> the property of the Government and the contractor shall be responsible <strong>for</strong>their custody till the completion of the works or tak<strong>in</strong>g over by the Department.5.5 Fill below the pipe trenches, <strong>in</strong>side build<strong>in</strong>g below the floor etc. shall have to be done with sand free from any<strong>for</strong>eign material.5.6 In case of over-excavation below the stipulated depth the space between the foundation bottom and overexcavatedarea shall be filled up with silver sand consolidated by water<strong>in</strong>g and vibrat<strong>in</strong>g. Where such consolidationis not achievable, the depth of excavation shall be filled with pla<strong>in</strong> cement concrete of mix 1:4:8. The cost <strong>in</strong>both the cases shall have to be borne by the Contractor.5.7 All materials obta<strong>in</strong>ed from any excavation required to be carried out under this contract will be utilized bythe contractor <strong>for</strong> spread<strong>in</strong>g over the land uni<strong>for</strong>mly at his cost.6.0 PROTECTION WORKS:-6.1 Damp proof<strong>in</strong>g work:Unless otherwise specified, damp proof course shall be 25 mm thick cement concrete with stone chips (Prop.1:2:4) with 3% “CICO” or specified percentage of “Rola / Sica” or similar approved water proof<strong>in</strong>g compoundby weight of cement. The proportion<strong>in</strong>g, mix<strong>in</strong>g, lay<strong>in</strong>g etc. shall be done <strong>in</strong> con<strong>for</strong>mity with relevant I.S.72
specification. The damp proof course shall be used <strong>for</strong> all brick walls of the build<strong>in</strong>gs. No damp-proof courseshall be laid under doors.6.2 Anti-termite Treatment:-Anti-termite treatment as per relevant IS recommendation shall be carried out <strong>for</strong> all the build<strong>in</strong>g structure likeDPS, Laboratory cum control build<strong>in</strong>g with<strong>in</strong> STP, Substation etc prior to construction and post construction.7.0 BRICK MASONRYBrick work shall be laid <strong>in</strong> English bond with mortar <strong>in</strong> proportion 4:1 unless otherwise specified. Brick workshall always be carried up regularly <strong>in</strong> plumb and true to plan and l<strong>in</strong>es, <strong>in</strong> level along the entire length. Nobrickwork shall be carried up more than one scaffold<strong>in</strong>g height of 1.5 meter <strong>in</strong> the stage. Bricks are to be wellsoaked with water be<strong>for</strong>e use and brickwork shall be kept clean and jo<strong>in</strong>ts raked out <strong>for</strong> subsequent po<strong>in</strong>t<strong>in</strong>gor plaster<strong>in</strong>g.Brick work <strong>in</strong> foundation and superstructure not <strong>in</strong> contact with water shall be provided with 19 mm and 12mm thick plaster to rough and fair faces respectively with cement sand mortar <strong>in</strong> 1:6 proportion. Brick work <strong>in</strong>contact with water shall be <strong>in</strong> cement sand mortar <strong>in</strong> 1:4 proportion 19 mm thick plaster with water proof<strong>in</strong>gcompound as per specification <strong>in</strong>clud<strong>in</strong>g 1.5 mm thick cement punn<strong>in</strong>g <strong>in</strong> the water contact face. 12 mm thickplaster<strong>in</strong>g <strong>in</strong> 1:6 cement sand mortar <strong>in</strong> the outer face shall be provided. “Cement Brick” will mean brick work<strong>in</strong> cement sand mortar <strong>in</strong> proportion as mentioned above.8.0 R.C.C. WORKSThe R.C.C. works are generally to be conducted by R.M.C. and shall be as per specification of I.S. codes, andstated elsewhere <strong>in</strong> the specification and schedule of Tender <strong>Document</strong>. In a few cases as mentioned <strong>in</strong>relevant Schedule of Work R.C.C. works with nom<strong>in</strong>al mix M-15 & or M-20 Concrete shall be used as perspecification of relevant I.S. Code.For major R.C.C works (Where concrete is specified by strength) the mix proportion should not be leaner than1:2:4 so as to give ultimate crush<strong>in</strong>g strength not less than 20 N/mm 2 at 28 days cured under field condition.The mix <strong>for</strong> the concrete is to be so adopted and the slump is to be so allowed as to give specified strengthand proper workability at the exist<strong>in</strong>g site conditions. Contractor shall rema<strong>in</strong> fully responsible <strong>for</strong> produc<strong>in</strong>gconcrete of specified strength <strong>in</strong> the actual job and there<strong>for</strong>e cast at his own cost test specimens of 15 cm.cubes as already specified dur<strong>in</strong>g work and cure the same <strong>in</strong> similar way as <strong>for</strong> laid concrete <strong>for</strong> be<strong>in</strong>g tested<strong>for</strong> strength.Each set of test specimen shall be taken to cover the quantity of concrete laid on the job dur<strong>in</strong>g the periodfrom the time of tak<strong>in</strong>g the previous set of specimens and the quantity will be estimated by the Eng<strong>in</strong>eer-<strong>in</strong>chargefrom records ma<strong>in</strong>ta<strong>in</strong>ed by him.The <strong>in</strong>terior surface of the mould and base plate shall be lightly oiled be<strong>for</strong>e the concrete is placed <strong>in</strong> themould. When the job concrete is compacted by ord<strong>in</strong>ary methods, the test specimen shall be molded byplac<strong>in</strong>g the fresh concrete <strong>in</strong> the mould <strong>in</strong> three layers, each approximately one-third of the volume of themould. In plac<strong>in</strong>g each scoopful of concrete, the scoop shall be moved around the top edge of the mould asthe concrete there slides from it <strong>in</strong> order to ensure a uni<strong>for</strong>m distribution of concrete with<strong>in</strong> the mould. Eachlayer shall be rodded, 25 times with a 16-mm. rod, 60 cm <strong>in</strong> length bullet po<strong>in</strong>ted at the lower end. Thestrokes shall be distributed <strong>in</strong> a uni<strong>for</strong>m manner over the cross-section of the mould and shall penetrate <strong>in</strong>tothe underly<strong>in</strong>g layer. The bottom layer shall be rodded, throughout its depth. After the top layer has beenrodded, the surface of the concrete shall be struck off with at trowel and covered with a glass plate at least 6.5mm. thick or a mach<strong>in</strong>ed metal plate. The whole process of mold<strong>in</strong>g shall be carried out <strong>in</strong> such a manner asto preclude the alteration of the water-cement ratio of the concrete, by loss of water either by leakage from thebottom of overflow <strong>for</strong>m the top of the mould.When the job concrete is placed by vibration and consistency of the concrete is such that the test-specimenscannot be properly molded by hand rodd<strong>in</strong>g as described above, the specimens shall be vibrated to give acompaction correspond<strong>in</strong>g to that of the job concrete. The fresh concrete shall be placed <strong>in</strong> the mould <strong>in</strong> twolayers each approximately half the volume of the mould. In plac<strong>in</strong>g each scoop full of concrete the scoop shall73
e moved around the top edge of the mould as the concrete there slides from it <strong>in</strong> order to ensure asymmetrical distribution of concrete with<strong>in</strong> the mould. Either <strong>in</strong>ternal or external vibrator may be used. Thevibration of each layer shall not be cont<strong>in</strong>ued longer than is necessary to secure the required density. Internalvibrators shall be of appropriate size and shall penetrate only the layer to be compacted. In compact<strong>in</strong>g thefirst layer, the vibrators shall not be allowed to rest on the bottom of the mould. In plac<strong>in</strong>g the concrete <strong>for</strong> theto player, the mould shall be filled to the extent that there will be no mortar loss dur<strong>in</strong>g vibration. Aftervibrat<strong>in</strong>g the second layer, enough concrete shall be added to br<strong>in</strong>g the level above the top of the mould. Thesurface of the concretes shall then be struck off with a trowel and covered with a glass or steel plate asspecified above. The whole process of mould<strong>in</strong>g shall be carried out <strong>in</strong> such a manner as to preclude thealternation of water-cement ratio of the concrete by loss of water either by leakage from the bottom oroverflow from the top of the mould.After cur<strong>in</strong>g, the specimen properly wrapped shall be made over to the Eng<strong>in</strong>eer-<strong>in</strong>-charge or hisrepresentative who will arrange to have them tested at 28 days from the date of cast<strong>in</strong>g. If there by any delay<strong>for</strong> any reason whatsoever the result of the test shall nevertheless be valid and will be applicable as per rules<strong>in</strong> case <strong>for</strong> all test specimens whatsoever. The contractor shall be responsible <strong>for</strong> proper pack<strong>in</strong>g of thespecimens at his own cost, <strong>for</strong> safe and convenient transport of the same from the site to the test<strong>in</strong>g laboratory.The cost of test<strong>in</strong>g the test moulds and other charges <strong>in</strong>clud<strong>in</strong>g cost of carriage of the test moulds from thework site to the particular laboratory (both ways) and other <strong>in</strong>cidental charges <strong>in</strong> this connection will have tobe borne by the contractor.In case of concrete show<strong>in</strong>g, on the result of the cube tests, strength less than that as specified above <strong>in</strong> the“Acceptance Criteria” but has s strength greater than that mentioned <strong>in</strong> the said “Acceptance Criteria” concrete may,at the discretion of the Eng<strong>in</strong>eer-<strong>in</strong>-charge, be accepted as be<strong>in</strong>g structurally adequate without further test<strong>in</strong>g.If the concrete is deemed not to comply the “Acceptance Criteria”, the structural adequacy of the partsaffected may by <strong>in</strong>vestigated as per provision of Clause 17.4 and/or clause 17.6 of I.S.456-2000 as the casemay be be<strong>for</strong>e rejection on the application of the Contractor with the undertak<strong>in</strong>g to bear the cost of suchtests.If the strength of the concrete is such that it satisfies provisions made <strong>in</strong> sub clause 17.4.3 and /or sub-clause17.6.3. of IS: 456-2000, concrete <strong>in</strong> that member represented by such tests shall be considered acceptable butthe Eng<strong>in</strong>eer-<strong>in</strong>-Charge shall have the full power to fix the rate of deduction @ 100/- per cubic meter.In case the test results do not satisfy the relevant requirement of the preced<strong>in</strong>g paragraph, the Volume ofconcrete so deficient shall be deemed to be unacceptable and shall be removed <strong>for</strong>m the structure and replacedby fresh concrete of specified strength and the contractor shall <strong>in</strong> that case have to carry out the <strong>in</strong>struction ofthe Eng<strong>in</strong>eer-<strong>in</strong>-Charge irrespective of the amount of loss, <strong>in</strong>convenience and difficulties <strong>in</strong>volved.The contractor shall rema<strong>in</strong> liable to act / to carry out <strong>in</strong>struction under the provision of this clausenotwithstand<strong>in</strong>g issu<strong>in</strong>g by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge of any certificates or the pass<strong>in</strong>g of any bills or accounts.8.1 Mix<strong>in</strong>g and Lay<strong>in</strong>g:All concrete shall be mixed <strong>in</strong> Mechanical mixer and all concrete work <strong>in</strong> foundation; superstructure etc. shallbe properly vibrated with the help of mechanical vibrator as per direction of Eng<strong>in</strong>eer-<strong>in</strong>-charge. ConcreteMixer Mach<strong>in</strong>e, Vibrator and all other tools and plants as required shall have to be arranged by the contractorat his own cost.8.2 Mortars and Concrete:Contractors are particularly warned aga<strong>in</strong>st the use of <strong>in</strong>ferior materials (to that specified or approved) at siteor use of <strong>in</strong>correct proportion of different materials <strong>in</strong> the make up of concrete or mortar. Detection of anysuch practice will lead to rejection of all such works and imposition of penalty. Eng<strong>in</strong>eer-<strong>in</strong>-charge has theright to reject any mortar or concrete, which does not con<strong>for</strong>m to the specification. Cube tests <strong>for</strong> concrete areto be done as per I.S. code at the cost of the contractor.74
The water cement ratio is to be determ<strong>in</strong>ed by proper slump test or as per provision of relevant I.S. In case ofslump test the slump cones 30 cm. high 20 cm. dia. at bottom and 10 cm. at top are to be kept at site at thecost of the contractor.8.3 F<strong>in</strong>ish<strong>in</strong>g:If the surface of the concrete is found uneven or spongy <strong>in</strong> the appearance, the contractor will have to rectifyor reconstruct at his own cost.All R.C.C. work <strong>in</strong> wall, column, beam, roof, foundation etc., not <strong>for</strong>m<strong>in</strong>g part of water reta<strong>in</strong><strong>in</strong>g structureshall be done <strong>in</strong> M20 grade concrete as per I.S.: 456 with cement content not less than 300 Kg/cu.m. ofconcrete. Plasticizer @ 0.2% by weight of cement shall be used. The water cement ratio should not exceed0.45.All R.C.C. work <strong>for</strong>m<strong>in</strong>g part of water reta<strong>in</strong><strong>in</strong>g structure shall be done <strong>in</strong> M25 grade of concrete as per IS:456 ;with cement content not less than 350 Kg/cu.m. of concrete. Plasticizer @ 0.2% by weight of cementshall be used. The water cement ratio should not exceed 0.50.The concrete shall be cured as per I.S.: 4568.4 Cement and Aggregate:8.4.1 Cement: The cement shall be OPC, Slag or Pozolana con<strong>for</strong>m to relevant I.S. grade not less 43. Selection oftype and grade of cement shall be approved by the EIC. Cement tests shall have to be carried out atcontractor’s expenses as and when directed. The contractor shall make arrangement with necessary equipmentto carry out crush<strong>in</strong>g strength of 150 cm. Cube concrete block <strong>for</strong> 7 day’s & 28 day’s of proper cur<strong>in</strong>g.Test<strong>in</strong>g procedure, sample size shall be <strong>in</strong> accordance with relevant I.S.8.4.2 Aggregate:The f<strong>in</strong>e and course aggregates shall con<strong>for</strong>m to relevant I.S. Stone chips and sand <strong>for</strong> construction work shallhave to be supplied as per clause 3.0 of this specification.Concrete shall be sampled, analysed tested <strong>in</strong> accordance with I.S. as furnished <strong>in</strong> the list.8.5 Jo<strong>in</strong>ts <strong>in</strong> Concrete Structure:Type of jo<strong>in</strong>ts, spac<strong>in</strong>g of jo<strong>in</strong>ts, use of all jo<strong>in</strong>t<strong>in</strong>g materials and other features perta<strong>in</strong><strong>in</strong>g to the provision ofmovement jo<strong>in</strong>ts <strong>in</strong> liquid-reta<strong>in</strong><strong>in</strong>g structures shall be as per relevant I.S. Codes.8.6 Re<strong>in</strong><strong>for</strong>cement of R.C.C. Works:The M.S. work should <strong>in</strong>clude cutt<strong>in</strong>g to sizes, bend<strong>in</strong>g, hook<strong>in</strong>g and fabricat<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g the supply ofB.W.G. wire, and all other works accord<strong>in</strong>g to specification, draw<strong>in</strong>g or otherwise.The M.S. re<strong>in</strong><strong>for</strong>cement rods if to be procured by the tenderer shall be HYSD bars (Fe-415) as per relevant ISCode. The contractor shall <strong>in</strong>timate the department regard<strong>in</strong>g the quantity of steel to be procured by him <strong>in</strong> theworks and the same may be supplied at the agreed rate specified <strong>in</strong> General terms and conditions.8.7 Clear Cover:The clear cover to re<strong>in</strong><strong>for</strong>cement shall be ma<strong>in</strong>ta<strong>in</strong>ed as per IS-456-2000 based on the actual exposureconditions which shall not be less than the follow<strong>in</strong>gs unless otherwise specified <strong>in</strong> draw<strong>in</strong>g.a) Water reta<strong>in</strong><strong>in</strong>g face 30 mmb) Other than water reta<strong>in</strong><strong>in</strong>g face 25 mm <strong>for</strong> beam and 15 mm <strong>for</strong> roof and floorc) Column, Pedestal Foundation and Pile 50 mm8.8 Lap Length:The Lap length of re<strong>in</strong><strong>for</strong>cement shall be provided as given below; unless otherwise specified <strong>in</strong> draw<strong>in</strong>g.Compression members like column, struts @ 40 times the dia of bar. Tension members like beam, slab,wall etc @ 50 times the dia of bar.Follow<strong>in</strong>g Development length/Anchorage length shall be provided.75
8.9 Bar Bend<strong>in</strong>g Schedule:Concrete Grade M 15 M 20 M 25Development Length 68 D 51 D 46 DAnchorage As per I.S. – 456-2000The re<strong>in</strong><strong>for</strong>cement work will <strong>in</strong>clude cutt<strong>in</strong>g to sizes, bend<strong>in</strong>g, hook<strong>in</strong>g b<strong>in</strong>d<strong>in</strong>g with 14 to 18 S.W.G. softpliable wire etc. as per P.W.D. schedule. The work shall also be <strong>in</strong>clusive of stirrups, distributors, b<strong>in</strong>ders etc.The contractor shall prepare his “Bar Bend<strong>in</strong>g Schedule” <strong>for</strong> the entire construction work <strong>in</strong> phases be<strong>for</strong>estart<strong>in</strong>g the work and shall submit it to the EIC <strong>for</strong> his approval.Cutt<strong>in</strong>g of M.S. rods <strong>in</strong> an unplanned way will not be allowed and <strong>for</strong> that if any material is found to be wastedor have to be used <strong>in</strong> excess due to the fault of the contractor , no payment shall be made on this score and thecost of such excess material shall be realised from the contractor’s bill at penal rate as specified elsewhere ofthis tender documentThe item of M.S work should <strong>in</strong>clude the cost of re<strong>in</strong><strong>for</strong>cement, cutt<strong>in</strong>g to sizes, bend<strong>in</strong>g and fabricat<strong>in</strong>g<strong>in</strong>clud<strong>in</strong>g the supply of R.W.G wire, bolts and nuts etc. and all other work accord<strong>in</strong>g to specifications,draw<strong>in</strong>g or otherwise. Cut pieces of steel materials less than 1 mtr cannot be used as a ma<strong>in</strong> bar.8.10 Form WorkThe <strong>for</strong>m work shall con<strong>for</strong>m to relevant I.S. Code of practice Shutter<strong>in</strong>g <strong>in</strong> <strong>for</strong>m work shall be either made ofsteel or ply board. Surface of shutter<strong>in</strong>g <strong>in</strong> contact with concrete shall be made smooth & at jo<strong>in</strong>ts renderedsmooth. In every case the jo<strong>in</strong>ts of the shutter<strong>in</strong>g are to be such as to prevent the loss of liquid from theconcrete. All shutter<strong>in</strong>g <strong>for</strong>m work must be adequately stayed and braced to the satisfaction of the Eng<strong>in</strong>eer<strong>in</strong>-charge<strong>for</strong> properly support<strong>in</strong>g the concrete dur<strong>in</strong>g the period of harden<strong>in</strong>g. All <strong>for</strong>m works shall beremoved without shock or vibration. Be<strong>for</strong>e the <strong>for</strong>m work is stripped, concrete surface shall be exposed whennecessary <strong>in</strong> order to ascerta<strong>in</strong> that the concrete has set and hardened sufficiently.8.11 Stag<strong>in</strong>g & scaffold<strong>in</strong>g:Whenever necessary stag<strong>in</strong>g and scaffold<strong>in</strong>g must be provided .All shutter<strong>in</strong>g and fram<strong>in</strong>g must adequately bestayed and braced to the satisfaction of the Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>for</strong> properly support<strong>in</strong>g the concrete dur<strong>in</strong>g theperiod of harden<strong>in</strong>g. It shall be so constructed that it may withstand the jerk and shock of vibration ofconcrete.Scaffold<strong>in</strong>g must be strong and rigid stiffened with necessary cross brac<strong>in</strong>gs and proper deck at every stagewhere cast<strong>in</strong>g work is <strong>in</strong> progress to prevent any <strong>in</strong>juries to persons and to facilitate <strong>in</strong>spection, supervisionand tak<strong>in</strong>g measurement at any time.The hire and labour charges <strong>for</strong> stag<strong>in</strong>g, scaffold<strong>in</strong>g, plat<strong>for</strong>m etc. as provided <strong>in</strong> the schedule of works is <strong>for</strong> theentire construction work <strong>in</strong>clud<strong>in</strong>g shell wall of reservoir etc till completion of work and remov<strong>in</strong>g the same asper direction and <strong>in</strong>struction of EIC.8.12 Cur<strong>in</strong>g and F<strong>in</strong>ish<strong>in</strong>g:The jo<strong>in</strong>t shall be cleaned off the gray cement slurry with wire/coir brush or trowel to a depth of 2 mm to 3mm and all dust and loose mortar removed. Jo<strong>in</strong>ts shall then be flush po<strong>in</strong>ted with white cement . The floorshall then be kept wet <strong>for</strong> 7 days. After cur<strong>in</strong>g the surface shall be washed and f<strong>in</strong>ished clean. The f<strong>in</strong>ishedfloor and wall shall not sound hollow when tapped with a wooden mallet.8.13 Verticality of structure:The vertical members should be perfectly vertical and no deviation <strong>in</strong> x – axis and /or y- axis is admissible. TheContractor should take adequate precautionary measures to ensure that the structure is constructed true toplumb. Similarly all horizontal members of the structures should be truly horizontal.9.0 TESTING OF CONCRETE:76
9.1 Frequency of sampl<strong>in</strong>g:9.1.1 Sampl<strong>in</strong>g Procedure – A random sampl<strong>in</strong>g procedure shall be adopted to ensure that each concrete batchshall have a reasonable chance of be<strong>in</strong>g tested i.e. the sampl<strong>in</strong>g should be spread over the entire period ofconcret<strong>in</strong>g and cover all mix<strong>in</strong>g units.9.1.2 Frequency – The m<strong>in</strong>imum frequency of sampl<strong>in</strong>g of concrete of each grade shall be <strong>in</strong> accordance with thefollow<strong>in</strong>g;Quantity of Concrete <strong>in</strong> the Work, m 3Number of Samples1-5 16-15 216-30 331-50 451 and above 4 plus one additional sample <strong>for</strong> each additional 50 m 3 orpart thereof9.1.3 Test Specimen- Three test specimens shall be made from each sample <strong>for</strong> test<strong>in</strong>g at 28 days Additional cubesmay be required <strong>for</strong> various purposes such as to determ<strong>in</strong>e the strength of concrete at 7 days or at the time ofstrik<strong>in</strong>g the <strong>for</strong>m work or to determ<strong>in</strong>e the duration of cur<strong>in</strong>g , or to check the test<strong>in</strong>g error. Additional cubesmay also be required <strong>for</strong> test<strong>in</strong>g cubes cured by accelerated methods as described <strong>in</strong> IS: 9013-1978. Thespecimen shall be tested as described <strong>in</strong> IS: 516-1959.9.2 Test Strength of Sample:The test strength of the sample shall be the average of the strength of three specimens. The <strong>in</strong>dividualvariation should not be more than ±15 percent of the average.Concrete shall be handled from the place of mix<strong>in</strong>g to the place of f<strong>in</strong>al deposit as rapidly as practicable bymethods which will prevent the segregation or loss of the <strong>in</strong>gredients .It shall be deposited as nearly aspracticable <strong>in</strong> the f<strong>in</strong>al position to avoid re-handl<strong>in</strong>g of flow<strong>in</strong>g. Unless specially permitted by the Eng<strong>in</strong>eer-In-Charge, concrete shall not be dropped freely from a height of more than 2 meters.Be<strong>for</strong>e plac<strong>in</strong>g the concrete, the moulds shall be cleaned of shav<strong>in</strong>gs, pieces of wood or other rubbish. Whenplac<strong>in</strong>g the concrete the f<strong>in</strong>er materials must be carefully worked aga<strong>in</strong>st the moulds so that the faces ofconcrete shall be left perfectly smooth and free from honeycomb<strong>in</strong>g upon withdrawal of the moulds. Anydefect <strong>in</strong> this respect must be dealt with by the contractor as directed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge without anyextra charges there<strong>for</strong>e.Deposit<strong>in</strong>g concrete under water shall not be allowed without specific permission <strong>for</strong>m the Eng<strong>in</strong>eer-<strong>in</strong>charge.The method of concret<strong>in</strong>g to be adopted <strong>in</strong> such cases shall have to be previously approved by him.Dur<strong>in</strong>g plac<strong>in</strong>g and also immediately after deposition, the concrete shall be thoroughly compacted byramm<strong>in</strong>g, spear<strong>in</strong>g etc. until it has been made to penetrate and fill all the spaces between and around the steelrods, around embedded fixtures, and <strong>in</strong>to the corners of <strong>for</strong>mwork <strong>in</strong> such a manner as to ensure a solid massentirely free from voids. If so directed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge, <strong>in</strong> addition to usual ramm<strong>in</strong>g, spear<strong>in</strong>g etc.sufficient number and suitable type of vibrators may have to be used on important jobs to enable work<strong>in</strong>g witha comparatively low water-cement ratio and ensure the maximum possible degree of compaction andhomogeneity. It is imperative that the work should be done quickly as well as efficiently and adequate numberof hands must there<strong>for</strong>e be employed to ensure this.Concrete shall be placed and compacted <strong>in</strong> its f<strong>in</strong>al position be<strong>for</strong>e sett<strong>in</strong>g has commenced and shall notsubsequently be disturbed.Concret<strong>in</strong>g shall be carried out cont<strong>in</strong>uously up to construction jo<strong>in</strong>ts the position and arrangement of whichshall be predeterm<strong>in</strong>ed by the Eng<strong>in</strong>eer-<strong>in</strong>-charge or his representative. Any rest, pauses, such as <strong>for</strong> meal,shall also be subject to his approval. All concret<strong>in</strong>g work should be so programmed as not to necessitate workat night. if <strong>for</strong> any reasons this becomes imperative, the contractor shall obta<strong>in</strong> previous permission of theEng<strong>in</strong>eer-<strong>in</strong>-charge or his representative and made proper light<strong>in</strong>g arrangements to his satisfaction.77
9.3 Protections And Cur<strong>in</strong>gThe contractor shall adequately protect freshly laid concrete, about1 to 2 hours after its lay<strong>in</strong>g from too rapiddry<strong>in</strong>g due to sunsh<strong>in</strong>e, dry<strong>in</strong>g due to sunsh<strong>in</strong>e, dry<strong>in</strong>g w<strong>in</strong>ds etc. and also <strong>for</strong>m ra<strong>in</strong>s or surface water andshocks About 24 hours after lay<strong>in</strong>g of concrete, the surface shall be cured by flood<strong>in</strong>g with water of m<strong>in</strong>imum25 mm. depth or by cover<strong>in</strong>g with wet absorbent materials viz. layer of sacks, canvas, Hessian or similarmaterials and shall be kept constant wet <strong>for</strong> a period of not less then 10 (ten) days from the date of plac<strong>in</strong>g theconcrete . The cur<strong>in</strong>g shall be done <strong>for</strong> a m<strong>in</strong>imum period of 10 days. Over the foundation concrete themasonry work may be started after 48 hours of its lay<strong>in</strong>g, but the cur<strong>in</strong>g of cement concrete shall becont<strong>in</strong>ued shall be cont<strong>in</strong>ued along with the masonry work <strong>for</strong> a m<strong>in</strong>imum period of 10 days.In case of cement concrete used as sub-grade <strong>for</strong> floor<strong>in</strong>g, the floor<strong>in</strong>g may be commenced with<strong>in</strong> 48 hours ofthe lay<strong>in</strong>g of sub-grade. In case it is not possible to do so due to exigencies of work, the sub-grade shall beroughened with a steel wire brush without disturb<strong>in</strong>g the concrete, wetted and neat cement slurry at the rate of1.75 Kg of cement per square meter applied to the base be<strong>for</strong>e lay<strong>in</strong>g floor and full rate of APS/mosaicfloor<strong>in</strong>g will be paid with the specific orders of the Eng<strong>in</strong>eer-<strong>in</strong>-charge. The cur<strong>in</strong>g to be cont<strong>in</strong>ued along withthe top layer of floor<strong>in</strong>g <strong>for</strong> a m<strong>in</strong>imum period of 10 days.10.0 CONSTRUCTION JOINTSAll jo<strong>in</strong>ts <strong>in</strong> slabs and other horizontal members are to be <strong>for</strong>med by <strong>in</strong>sert<strong>in</strong>g vertical boards aga<strong>in</strong>st whichthe concrete deposited can be properly rammed. The Eng<strong>in</strong>eer-<strong>in</strong>-Charge or his representative will <strong>in</strong>dicate thepositions where such jo<strong>in</strong>ts may be made.In the case of horizontal jo<strong>in</strong>ts any excess mortar or laitance shall be removed from the surface after theconcrete is deposited and be<strong>for</strong>e it has set.When the work has to be commenced on a surface which has hardened, such surface shall be well roughened and alllaitance removed ; the surface shall then be swept clean, thoroughly wetted and covered with a th<strong>in</strong> layer of mortarcomposed of equal volumes of cement and such works shall be deemed to be covered by the rates <strong>for</strong> concrete.11.0 PLASTERING PAINTING & SURFACE TREATMENT11.1 Cement:It should be fresh Portland/Slag cement (not less than grade 43) as specified <strong>in</strong> relevant I.S. Different Types ofcement shall not be mixed together. In case more than one type of cement is used, a record shall be keptshow<strong>in</strong>g the location and the types of cement used.11.2 Sand:It shall be hard, durable, clean and free from adherent coat<strong>in</strong>gs and organic matter and shall not conta<strong>in</strong> theamount of clay, silt and f<strong>in</strong>e dust more than 5% by mass. It shall not also conta<strong>in</strong> any harmful impurities suchas iron pyrites, alkalis, salts, coal or other organic impurities, mica, shale or similar lam<strong>in</strong>ated materials, softfragments, sea shale <strong>in</strong> such a <strong>for</strong>m or <strong>in</strong> such quantities as to affect adversely the harden<strong>in</strong>g, strength ordurability of the mortar. The grad<strong>in</strong>g of sand <strong>for</strong> use <strong>in</strong> Plaster shall be con<strong>for</strong>m<strong>in</strong>g to I.S.: 1542-1977.In case the sand is damp at the time of preparation of mortar, its quantity shall be <strong>in</strong>creased suitably to allow<strong>for</strong> bulk age <strong>in</strong> con<strong>for</strong>m<strong>in</strong>g to I.S. 2386 (Part-III) 1963.11.3 Preparation of Mortar:The materials shall be at first mixed dry thoroughly <strong>in</strong> suitable proportion as stated <strong>in</strong> the schedule till uni<strong>for</strong>mcolour reaches and then shall be mixed wet add<strong>in</strong>g water slowly and gradually <strong>for</strong> at least four times to give auni<strong>for</strong>m paste. The mix as prepared shall be used with<strong>in</strong> 30 m<strong>in</strong>utes. Wherever plasticizer is required to use,the quantity of water shall be reduced <strong>in</strong> such a proportion that required consistency is achieved.11.4 Preparation of Surface:The surface of wall shall be brushed, cleaned, washed, watered and wetted with water be<strong>for</strong>e plaster<strong>in</strong>g. Allthe projections extend<strong>in</strong>g more than 13 mm from the general face of the masonry should be knocked off so as78
to ma<strong>in</strong>ta<strong>in</strong> th<strong>in</strong>ner plaster layer. All the jo<strong>in</strong>ts <strong>in</strong> masonry should be raked <strong>for</strong> a depth of about 20 mm. In caseof plaster<strong>in</strong>g on concrete surfaces, the face should be roughened by chipp<strong>in</strong>g of about 5 mm. Oily, greasy andefflorescence spots should be removed either by brush<strong>in</strong>g, scrapp<strong>in</strong>g or both.11.5 Lay<strong>in</strong>g:In order to ma<strong>in</strong>ta<strong>in</strong> uni<strong>for</strong>m thickness of the plaster, the screeds are <strong>for</strong>med on the prepared wall surface be<strong>for</strong>eactual plaster<strong>in</strong>g is started. Patches of plaster 15 cm x 15 cm are first of all applied at an <strong>in</strong>terval of about 2 mboth horizontally and vertically over the surface. The two dots ly<strong>in</strong>g <strong>in</strong> vertical strips of mortar are <strong>for</strong>medbetween dots. Then the plaster<strong>in</strong>g shall be started from the top and worked towards the bottom. The wholesurface shall be made flush between the screeds with wooden straight edges and rubbed thoroughly with woodenfloats. Round<strong>in</strong>g of corners if desired by the Eng<strong>in</strong>eer-<strong>in</strong>-charge shall be carried out <strong>in</strong> one operation.11.6 Cur<strong>in</strong>g:The plastered surface shall be kept wet by spr<strong>in</strong>kl<strong>in</strong>g water after 12 hours <strong>for</strong> at least 7 days and shall beprotected from ra<strong>in</strong> or sun.11.7 Thickness:Unless otherwise specified or desired by E.I.C. the thickness of plaster shall be as follows:-a) Plumbed Surface of Brick work - 15 mmb) Rough Surface of brickwork - 20 mmc) Vertical concrete surface - 10 mmd) Ceil<strong>in</strong>g of Roof, Chajja etc. -10 mm Cement Po<strong>in</strong>t<strong>in</strong>g to Exposed BrickWhere shown on the approved draw<strong>in</strong>gs or specified <strong>in</strong> schedule of work, exposed brick faces shall be cementruled po<strong>in</strong>ted. The mortar shall be raked out of the jo<strong>in</strong>ts to a depth of 6 mm. The dust shall be brushed out ofthe jo<strong>in</strong>ts.79
DETAILED TECHNICAL SPECIFICATION FORCIVIL & MECHANICAL/ELECTRICALWORKSANNEXURE-EA. SUPPLY & LAYING OF R.C.C. NP-3 & STONEWARE SEWERS1.0 SPECIFICATION FOR THE WORK1.1 The specification written below will <strong>for</strong>m a part of the Tender <strong>Document</strong>.1.2 The work <strong>in</strong> general shall be carried out accord<strong>in</strong>g to the specifications laid down here under and all otherrelated specification shown elsewhere <strong>in</strong> this tender document and relevant I.SS.2.0 GENERAL METHODS OF WORK2.1 The works of sewerage shall commence from the peripheral end to lift<strong>in</strong>g station po<strong>in</strong>t unless otherwise directed bythe Eng<strong>in</strong>eer-<strong>in</strong>-Charge. The work shall be carried out <strong>in</strong> such a manner and phase / section wise so as to cause leastpossible <strong>in</strong>convenience to the people <strong>in</strong> the locality and the general public / on-go<strong>in</strong>g works. The contractor shallprovide and ensure adequate facilities <strong>for</strong> the movement and diversion of the pedestrians and other traffic us<strong>in</strong>g theroad to be disturbed by the work dur<strong>in</strong>g the execution of the work as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. Unlessthe work <strong>in</strong> a section has sufficiently advanced, the contractor shall not be allowed to take up works <strong>in</strong> a new section.Once the lay<strong>in</strong>g / construction of conduits <strong>in</strong> a section is completed and approved by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge, thetrench should be filled up immediately and the temporarily restoration of the disturbed road shall be carried outexpeditiously.2.2 When the work <strong>in</strong> a section is taken up, the contractor shall erect temporary barricades not less than 1.2m high oneither side of the trench along the trench l<strong>in</strong>e. The barricades shall be made of stout salbullahs or Encalyptusbullahsof not less than 125mm dia at the narrowest section driven <strong>in</strong>to the ground at spac<strong>in</strong>g not more than 3m and therunners shall be of timber planks <strong>in</strong> three rows of size not less than 150mm. The Eng<strong>in</strong>eer-<strong>in</strong>-Charge shall have theauthority to direct the contractor to provide barricades made of G.C.I. sheet depend<strong>in</strong>g upon the site condition andcost <strong>for</strong> erection of G.C.I. sheet shall be paid separately. Night lanterns shall be provided along the barricades at aspace of 6m apart. The cost <strong>for</strong> erection of barricades and provision of night lanterns is deemed to be <strong>in</strong>cluded <strong>in</strong> theoverall rate of works and shall not be paid separately.2.3 Eng<strong>in</strong>eer-<strong>in</strong>-Charge shall have the power to direct the contractor to take up any section of works <strong>in</strong> preferenceto another and to limit the extent of any excavation to be made at one time and the contractor shall complywith the same and expedite the completion of any such particular section / component of work as per directionof the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.2.4 Any excavation made below the level or grade as <strong>in</strong>dicated on the plants should be refilled to specified level or grade atthe contractor’s expense with sand or cement concrete (1:4:8) with 20 mm down jhama khoa aggregate as may bedirected by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge and to his satisfaction. With progress of excavation, if any pipe, conduit, electriccable, telephone cable or other underground structure already laid, is encountered, digg<strong>in</strong>g by general equipment shall bediscont<strong>in</strong>ued and the excavation shall be done with the help of hand tools by special equipment <strong>for</strong> such excavation, <strong>for</strong>which, no extra payment will be made. In all such cases the contractor shall <strong>in</strong>timate the Eng<strong>in</strong>eer-<strong>in</strong>-Charge expla<strong>in</strong><strong>in</strong>gthe facts without ay delay and seek <strong>in</strong>structions from the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.2.5 Removal of surplus spoils:The contractor, shall make arrangement <strong>for</strong> removal of surplus spoils from the site, as the excavationproceeds, and shall ensure daily removal so that no undue excess quantity of spoil is stacked at the work site.Surplus spoils need to be removal with<strong>in</strong> the projects area as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.2.6 Sand fill<strong>in</strong>g:All street level sewer trenches shall be filled up by silver sand. If the excavated materials are consideredunsatisfactory <strong>for</strong> fill<strong>in</strong>g <strong>in</strong> trenches <strong>for</strong> other sewers, sand fill<strong>in</strong>g should be done as per direction and upto thefull satisfaction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. The sand should be of local variety and free from clay / clayey80
materials. Fill<strong>in</strong>g with sand should be done <strong>in</strong> layer of 150 mm, each layer be<strong>in</strong>g thoroughly saturated withwater and compacted with rammer. All such costs compaction shall be borne by the contractor.3.0 PROTECTION OF UNDERGROUND UTILITY LINES ALREADY LAID3.1 The contractor, at his own cost, shall properly provide <strong>for</strong> sl<strong>in</strong>g, support and effectively protect all such services e.g.water ma<strong>in</strong>s, service pipes, gully pits, construction pipes, house dra<strong>in</strong>s, electric, telephone, and telegraph cables,<strong>in</strong>clud<strong>in</strong>g their adjuncts and appurtenances fall<strong>in</strong>g with<strong>in</strong> or outside the trench as likely to be exposed, disturbed ordamaged dur<strong>in</strong>g execution of the work or <strong>in</strong> consequence thereof, <strong>in</strong> such a manner and with such materials as arerequired or specified by the concerned public utility agencies and as per <strong>in</strong>struction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge andhold them <strong>in</strong> proper position without any damage be<strong>in</strong>g caused to them dur<strong>in</strong>g execution of the work or <strong>in</strong>consequence thereof and shall bear the expense of pipes, gully pit construction pipes, house dra<strong>in</strong>s, electric,telephone, and telegraph cables or any other underground structure services fall<strong>in</strong>g with<strong>in</strong> or outside the trench whichmay be found to have been disturbed or damaged due to his (contractor) faulty, defective and careless workmanshipetc. The decision of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge <strong>in</strong> this respect shall be b<strong>in</strong>d<strong>in</strong>g and f<strong>in</strong>al and all cost <strong>in</strong> rebuild<strong>in</strong>g ofrepair<strong>in</strong>g of such damaged services or structure as a<strong>for</strong>esaid, shall be deducted from the contractor’s bills.The <strong>for</strong>e go<strong>in</strong>g will not absolve the contractor of his responsibility <strong>in</strong> the matter. The contractor should <strong>in</strong>clude <strong>in</strong>his cost of works to be done <strong>in</strong> property align<strong>in</strong>g, support<strong>in</strong>g and adequately protect<strong>in</strong>g of all undergroundservices, structure and utilities. If the Eng<strong>in</strong>eer-<strong>in</strong>-Charge th<strong>in</strong>ks it necessary to put permanent supports underwater ma<strong>in</strong>s, cables etc. or any other utility services he will order the contractor to do so and the work will be paidseparately.3.2 Materials obta<strong>in</strong>ed from dismantl<strong>in</strong>g of any structures or parts thereof or picked up road materials or kerb orchannel stone etc. taken out shall rema<strong>in</strong> the property of the Govt. The contractor shall sort out and stack allserviceable materials near the site of works as per <strong>in</strong>struction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. He shall also disposeof all unserviceable materials etc. as per <strong>in</strong>struction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge or his representative. Thecontractor shall rema<strong>in</strong> the custodian of such dismantled materials till those are handed over to the Eng<strong>in</strong>eer<strong>in</strong>-Chargeor his representative. No additional payment or compensation will be admissible.4.0 CONSTRUCTION OF BLOCKAGES WITHIN THE CONDUITS4.1 The contractor shall not construct any masonry wall / barricade <strong>in</strong>side the conduit <strong>for</strong> segregat<strong>in</strong>g the workspreviously done and / or prevention of <strong>in</strong>gress of water either from the completed portion of the conduits orfrom adjacent areas. Such temporary blocks if necessary, shall be provided by adopt<strong>in</strong>g other suitable methodsas may be directed by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge, which shall have to be removal / dismantled early aftercompletion of the relevant section of the work. No extra payment will be made <strong>in</strong> this regard.5.0 DEWATERING5.1 The contractor shall provide, <strong>in</strong>stall and operate all the necessary pump<strong>in</strong>g mach<strong>in</strong>ery, pip<strong>in</strong>g appliances andequipments and supply fuel, lubricants etc. to keep trench reasonably free from water dur<strong>in</strong>g execution. Heshould have sufficient equipments and mach<strong>in</strong>ery <strong>in</strong> good work<strong>in</strong>g condition to meet all situations and shallmake available at all times competent mechanics / operation. Water should be disposed off <strong>in</strong> such a manner aswill not cause any <strong>in</strong>jury to public or private property, nor be a nuisance or menace to the public or any other publicutilities. The contractor shall make all arrangements <strong>for</strong> dewater<strong>in</strong>g to keep the trench reasonably free from waterfrom all sources i.e. either due to seepage or percolation from sides or bottom of the trench or ra<strong>in</strong> water or due toleakage / breakage <strong>in</strong> the exist<strong>in</strong>g dra<strong>in</strong>s / sewer, water ma<strong>in</strong> / pipes or connections there to whether outside or <strong>in</strong>sideof the trench. The trench will also have to be kept reasonably free from water dur<strong>in</strong>g execution of all stages of work,e.g. excavation sol<strong>in</strong>g, foundation concrete, pipe lay<strong>in</strong>g and jo<strong>in</strong>t<strong>in</strong>g, test<strong>in</strong>g, brick work, plaster<strong>in</strong>g etc. No otherconsideration shall be made <strong>for</strong> any extra payment <strong>for</strong> dewater<strong>in</strong>g at any stage of work.5.2 When it will be necessary to pump out waste water from the exist<strong>in</strong>g sewers / dra<strong>in</strong>s where the newly laidsewer is <strong>in</strong>tended to be connected, or the waste water is required to pump out from the closed area, e.g. sump,lagoon or section of channel etc. the payment of such dewater<strong>in</strong>g to make the area reasonably free from waterwill be made on basis of HP-HR of the pump under relevant items of pump<strong>in</strong>g. No payment <strong>for</strong> dewater<strong>in</strong>gshall be allowed <strong>in</strong> the gully pit l<strong>in</strong>e unless specifically <strong>in</strong>structed by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge <strong>in</strong> writ<strong>in</strong>g.6.0 SHORING WORKS81
6.1 General:Shor<strong>in</strong>g works shall be of timber and steel. Timber shor<strong>in</strong>g shall be of well-seasoned hard wood of requisite strength, goodquality, free from knots and cracks and preferably treated with preservatives. The shor<strong>in</strong>g work shall <strong>in</strong>clude provid<strong>in</strong>gbrac<strong>in</strong>g’s and struts and it would be strong enough to support the sides of excavation and to prevent any movement of soil.The planks should be sufficiently long and fixed cont<strong>in</strong>uously as directed by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. The contractor willhave to submit detailed draw<strong>in</strong>g and design to the Eng<strong>in</strong>eer-<strong>in</strong>-Charge <strong>for</strong> his approval, as per his full satisfaction sufficientlyprior to tak<strong>in</strong>g up the work of execution. In case of partial or total collapse of shor<strong>in</strong>g and shutter<strong>in</strong>g, contractor will be fullyresponsible to make good to orig<strong>in</strong>al condition at his own cost. Shor<strong>in</strong>g materials provided by the contractor shall beremoved from the site immediately on completion of work. If the Eng<strong>in</strong>eer-<strong>in</strong>-Charge is of the op<strong>in</strong>ion that at any place,sufficient or proper shor<strong>in</strong>g has not been provided, he may order <strong>for</strong> additional shor<strong>in</strong>g and further strengthen<strong>in</strong>g at thecontractor’s expense. The contractor shall br<strong>in</strong>g to site sufficient quality of shor<strong>in</strong>g materials well ahead of start<strong>in</strong>g theexecution depend<strong>in</strong>g on the volume of the works <strong>in</strong>volved and the speed to be atta<strong>in</strong>ed to complete the work with<strong>in</strong> thestipulated time. As far as practicable shor<strong>in</strong>g shall be driven ahead of execution and f<strong>in</strong>ally to a depth sufficiently below thebottom of the trench not less then 250 mm <strong>in</strong> any case. The height of the shor<strong>in</strong>g planks shall not be less then 350 mm abovethe exist<strong>in</strong>g G.L. to facilitate proper withdrawal of planks and as well as barricad<strong>in</strong>g of the trench etc. Shor<strong>in</strong>g shall not be left<strong>in</strong> place and carefully be taken out as not to endanger the construction or any other adjacent structure. The shor<strong>in</strong>g shall belifted gradually as fill<strong>in</strong>g <strong>in</strong> trenches with proper compaction proceeds by fill<strong>in</strong>g materials with necessary water<strong>in</strong>g. At thetime of f<strong>in</strong>al withdrawal of shor<strong>in</strong>g after complete fill<strong>in</strong>g, the voids caused by the withdrawal of the shor<strong>in</strong>g shall be filled upwith dry sand properly tamped with rod and water<strong>in</strong>g.The timber shor<strong>in</strong>g may be reused so long it reta<strong>in</strong>s its shape and adequate structural strength.6.2 Reta<strong>in</strong><strong>in</strong>g shor<strong>in</strong>g:Whenever so directed by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge, the contractor shall leave <strong>in</strong> place the shor<strong>in</strong>g to beembedded <strong>in</strong> the filled up trench with runners, cross struts etc. The projected portion of the shor<strong>in</strong>g shall becut at 30 cm below the established street level or the exist<strong>in</strong>g surface of the street as directed by the Eng<strong>in</strong>eer<strong>in</strong>-Charge.All shor<strong>in</strong>g not be left <strong>in</strong> place shall also carefully be taken out as not to endanger the constructionor any other adjacent structure. The shor<strong>in</strong>g shall be lifted gradually as fill<strong>in</strong>g <strong>in</strong> trenches with propercompaction proceeds by fill<strong>in</strong>g materials with necessary water<strong>in</strong>g. At the time of f<strong>in</strong>al withdrawal of shor<strong>in</strong>gafter complete fill<strong>in</strong>g, the voids caused by the withdrawal of the shor<strong>in</strong>g shall be filled up with dry sandproperly tamped with rod and water<strong>in</strong>g.7.0 MATERIALS: R.C.C. NP3 & NP2 PIPES & FITTINGS, STONE WARE PIPES & FITTINGS, MANHOLECOVER WITH MATCHING FRAME AND CAST IRON STEPS.7.1 Procurement of materials:All materials shall be procured from the approved vendor list supplied by the Department. The contractor shallcommunicate to the Department, well <strong>in</strong> advance, the name & address of the vendor from whom he is go<strong>in</strong>g topurchase, <strong>in</strong>dicat<strong>in</strong>g the quantity to be purchased, the name of approved third party <strong>in</strong>spector so that the Eng<strong>in</strong>eer<strong>in</strong>-Chargeor his authorised representative may present dur<strong>in</strong>g the test be<strong>for</strong>e supply them to the site. Contractorwill bear the cost of all materials and labour and third party <strong>in</strong>spection charges. Engr-In-Charge reserves the fullright to reject the materials from site even if the materials are dispatched after test<strong>in</strong>g.7.2 All materials <strong>in</strong> general con<strong>for</strong>m to the relevant IS codes (latest). All R.C.C. NP3 & NP2 pipes and theirfitt<strong>in</strong>gs. Stone Ware pipes and their fitt<strong>in</strong>gs and Manhole covers shall conta<strong>in</strong> embossed mark<strong>in</strong>g of thefollow<strong>in</strong>g:(a) Relevant ISI mark with IS code number.(b) Manufacturer’s name or trade mark.(c) Date of manufacture.(d) Nom<strong>in</strong>al Diameter.(e) Class of the pipe / manhole cover.7.4 Stone Ware Pipe:All stoneware pipes and their fitt<strong>in</strong>gs shall con<strong>for</strong>m to IS: 651-1992.82
7.5 R.C.C. NP3 pipe:All R.C.C. NP3 pipes and their fitt<strong>in</strong>g shall con<strong>for</strong>m to IS: 458-1971. It is desired to have an <strong>in</strong>side clearcover of 20 mm without deteriorat<strong>in</strong>g of quality and strength as specified by the code. M<strong>in</strong>imum barrelthickness shall be provided with 75 mm or as specified by the code, whichever is higher, <strong>for</strong> any diameter ofpipe.7.6 C.I. /PVC Coated Step:Footrests <strong>for</strong> manholes shall be either Cast Iron or poly propylene coated Steps <strong>in</strong> accordance with IS: 5455-1969 <strong>for</strong> CI <strong>in</strong> design dimension and weight.LAYING OF R.C.C. PIPEGeneral:The work shall <strong>in</strong>clude supply<strong>in</strong>g, handl<strong>in</strong>g lay<strong>in</strong>g and jo<strong>in</strong>t<strong>in</strong>g of pipes on prescribed bedd<strong>in</strong>g to be used <strong>for</strong>construction of sewer. Draw<strong>in</strong>gs of all types of bedd<strong>in</strong>g will be supply<strong>in</strong>g by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge & will bestrictly followed.Lay<strong>in</strong>g of R.C.C. pipe:The trench shall be so dug that the pipe can be laid to the required alignment and a required depth. The widthof the trenches shall be <strong>in</strong> accordance with IS: 783-1985 or as approved by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. Bedconcrete <strong>for</strong> R.C.C. pipe shall be as per departmental draw<strong>in</strong>g and provision of IS: 783-1985.While unload<strong>in</strong>g from trucks, pipes and fitt<strong>in</strong>gs shall not be dropped loose on the ground or hard roads. Careshould be taken to unload them on timber skids with the steady<strong>in</strong>g rope so as not to allow the pipes to bumphard aga<strong>in</strong>st one another. In order to avoid damage to the pipe and especially to ends, it shall not be rolled ordragged along the concrete or similar pavements with hard surfaces. All pipe sections and connections shall be<strong>in</strong>spected carefully be<strong>for</strong>e be<strong>in</strong>g laid. Broken or defective pipes or connections shall not be used.All lumps, blisters and excess coat<strong>in</strong>g materials shall be removed gently from the pipe surface and end of each pipeshall be wiped, cleaned and dried be<strong>for</strong>e the pipe is laid. Be<strong>for</strong>e lower<strong>in</strong>g the pipes or fitt<strong>in</strong>gs <strong>in</strong>to the trenches eachunit shall be <strong>in</strong>spected. Each unit be<strong>for</strong>e lower<strong>in</strong>g <strong>in</strong>to the trench shall be provided with a bitum<strong>in</strong>ous coat<strong>in</strong>g <strong>in</strong>sideand properly dried.Each pipe unit shall be handled and placed <strong>in</strong> position <strong>in</strong>side the trench properly and gently. Under no circumstancesshall any pipe unit be dumped or rolled <strong>in</strong>to the trench or be allowed to drop aga<strong>in</strong>st the pipe already <strong>in</strong> the trench.Pipe shall be lowered <strong>in</strong>to the trenches carefully. Mechanical appliances may be used.Jo<strong>in</strong>t<strong>in</strong>g of R.C.C. pipe:After the pipes and fitt<strong>in</strong>gs are laid <strong>in</strong>to the trench, the jo<strong>in</strong>t<strong>in</strong>g is to be done after thorough clean<strong>in</strong>g of the jo<strong>in</strong>tsurface. Rigid collar jo<strong>in</strong>t shall be <strong>in</strong> accordance with IS: 783-1985 or as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.The caulk<strong>in</strong>g space is to be filled up with span yarn gasket and cement mortar (1:2) as per his direction. The endgrooves of the pipes should be filled up with necessary bitumastic compound as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.Every jo<strong>in</strong>t shall be kept wet <strong>for</strong> about ten days <strong>for</strong> matur<strong>in</strong>g. Each section or length of R.C.C. pipe sewer shall becompleted perfectly straight and true <strong>in</strong> level and gradient and trench shall not be filled until the length has been<strong>in</strong>spected and passed by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. If it is found be<strong>for</strong>e expiration of the period of ma<strong>in</strong>tenance that anylength of sewer has become out of alignment, leaky of damaged, the contractor shall at his own expense rectify thedefect as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge.Hydraulic test<strong>in</strong>g of R.C.C. (NP3 & NP2) pipe sewer l<strong>in</strong>es:When test<strong>in</strong>g a pipel<strong>in</strong>e hydraulically, the l<strong>in</strong>e shall be filled completely with the water and kept filled <strong>for</strong> a week.The pressure shall then be <strong>in</strong>creased gradually to full test pressure and ma<strong>in</strong>ta<strong>in</strong>ed at this pressure <strong>for</strong> one hour. Intest<strong>in</strong>g pipel<strong>in</strong>es a seepage allowance of a 2.5 liters per kilometer per hour per centimeter dia of the pipe shall bepermissible. Test pressure will be <strong>in</strong> general considered as 2.5 m static head above <strong>in</strong>vert of the upstream section.83
9.0 SALT GLAZED STONE WARE PIPE, LAYING AND JOINTING9.1 General:The work shall <strong>in</strong>clude supply<strong>in</strong>g handl<strong>in</strong>g, lay<strong>in</strong>g and jo<strong>in</strong>t<strong>in</strong>g of pipes on prescribed bedd<strong>in</strong>g to be used <strong>for</strong>construction of sewers. Draw<strong>in</strong>gs of all types of bedd<strong>in</strong>g will be supplied by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge & will bestrictly followed.9.2 Lay<strong>in</strong>g of S.W. Pipe:The trench shall be so dug that the pipe can be laid to the required alignment and at required depth. The widthof the trenches shall be <strong>in</strong> accordance with IS: 4127-1967 or as approved by the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. Bedconcrete <strong>for</strong> S.W. pipes shall be <strong>in</strong> accordance with IS: 4127-1967 or as per departmental draw<strong>in</strong>g.9.3 While unload<strong>in</strong>g from trucks, pipes and fitt<strong>in</strong>gs shall not be dropped loose on the ground and hard roads. Careshould be taken to unload them on timber skids with the steady<strong>in</strong>g rope so as not to allow the pipes to bumphard aga<strong>in</strong>st one another. In order to avoid damage to the pipe and especially to ends, it shall not be rolled ordragged along the concrete or similar pavements with hard surfaces. All pipe sections and connections shall be<strong>in</strong>spected carefully be<strong>for</strong>e be<strong>in</strong>g laid. Broken or defective pipes or connections shall not be used.All lumps, blisters and excess coat<strong>in</strong>g materials shall be removed gently <strong>for</strong>m the socked and spigot ends of eachshall be wiped clean and dry be<strong>for</strong>e the pipe is laid. Every precaution shall be taken to prevent <strong>for</strong>eign materials fromenter<strong>in</strong>g the pipes when it is be<strong>in</strong>g placed <strong>in</strong> the l<strong>in</strong>e. Normally the socket end should face the upstream. After plac<strong>in</strong>ga length of pipe <strong>in</strong> the trench on concrete bedd<strong>in</strong>g the spigot end shall be centered <strong>in</strong> the socket and the pipe <strong>for</strong>cedhome and aligned. Pipe and fitt<strong>in</strong>g which do not allow a sufficient and uni<strong>for</strong>m space <strong>for</strong> jo<strong>in</strong>ts shall be removed andreplaced with pipe and fitt<strong>in</strong>gs of proper dimensions to ensure such uni<strong>for</strong>m space. Precautions shall be taken toprevent dirt from enter<strong>in</strong>g the jo<strong>in</strong>t space. At times, when pipe lay<strong>in</strong>g is not <strong>in</strong> progress, the open ends of pipe shall beclosed by temporary wooden plugs or canvas. Each pipe unit of fitt<strong>in</strong>g shall be so laid as to <strong>for</strong>m a close jo<strong>in</strong>t with theadjo<strong>in</strong><strong>in</strong>g pipe and br<strong>in</strong>g the <strong>in</strong>verts cont<strong>in</strong>uously to the required grade with the help of site rails and bon<strong>in</strong>g rod.The cutt<strong>in</strong>g of pipe or <strong>in</strong>sert<strong>in</strong>g, fitt<strong>in</strong>g or closure pieces shall be done <strong>in</strong> neat and workman like manner without damageto the pipe so as to leave a smooth and at right angle to the axis of the pipe.The pipes when laid should not be subjected to superimpose load beyond their safe crush<strong>in</strong>g strength.The connection to an exist<strong>in</strong>g sewer shall be done through manholes.9.4 Jo<strong>in</strong>t<strong>in</strong>g of S.W. Pipe:After the pipe units are aligned and laid <strong>in</strong> the trench jo<strong>in</strong>t<strong>in</strong>g is to be done after through clean<strong>in</strong>g of jo<strong>in</strong>tsurface.Jo<strong>in</strong>t<strong>in</strong>g of SW Pipe shall be done <strong>in</strong> accordance with IS: 4127-1967.In each jo<strong>in</strong>t, spun yarn soaked <strong>in</strong> neat cement slurry or tarred gasket shall be passed round the jo<strong>in</strong>t and<strong>in</strong>serted <strong>in</strong> it by means of a caulk<strong>in</strong>g tool. More ske<strong>in</strong>s of yarn or gasket shall be added if necessary and shallbe well caulked.The gasket after be<strong>in</strong>g thoroughly caulked shall not occupy more than one fourth the depth of socked and therope should fully encircle the spigot with a slight over lap. The rema<strong>in</strong><strong>in</strong>g of the annular space is to be handpacked with cement mortar (1:1) and then thoroughly caulked with a caulked tool. The jo<strong>in</strong>t shall then thef<strong>in</strong>ished off neatly and leveled smoothly at an angle of 45 0 with the outside of the pipe. The cement mortarjo<strong>in</strong>t shall be cured at least <strong>for</strong> seven days be<strong>for</strong>e test<strong>in</strong>g.Each length of pipe sewer shall be completed from manhole unless otherwise ordered, perfectly straight and true <strong>in</strong>level and gradient and the trench shall not be filled <strong>in</strong> until the length has been <strong>in</strong>spected, tested and passed by84
At po<strong>in</strong>ts where the contour of the earth may require extra depth accord<strong>in</strong>g to customary good pipel<strong>in</strong>epractice, or where a deep trench is required at the approaches to cross<strong>in</strong>gs of roadways, sewer l<strong>in</strong>e, Contractorshall excavate such additional depth as may necessary after obta<strong>in</strong><strong>in</strong>g permission from the EIC.Contractor shall excavate to additional depth as directed by the Eng<strong>in</strong>eer-In-Charge, where the pipel<strong>in</strong>eapproaches and crosses other pipel<strong>in</strong>es, sewers, dra<strong>in</strong> pipes, telephone conduits and other undergroundstructures and specific low ly<strong>in</strong>g area so that the pipel<strong>in</strong>e may be laid with at least 50 centimeters freeclearance from the obstacle or as specified <strong>in</strong> the draw<strong>in</strong>gs, or such greater m<strong>in</strong>imum distances as may berequired. No pipel<strong>in</strong>e shall be laid so as to be <strong>in</strong> contact with any electrical supply l<strong>in</strong>e, telegraph l<strong>in</strong>e, dra<strong>in</strong>,sewer or connection work.Where the pipel<strong>in</strong>e crosses areas, whose basement specifically require greater than normal depths of cover thetrench shall be excavated to extra depth <strong>in</strong> accordance with the Right of Way agreement or as required.Contractor shall excavate all such additional depths to ma<strong>in</strong>ta<strong>in</strong> the depth of earth cushion beyond 1.20 mtr asmay be necessary <strong>for</strong> satisfactory completion of the work.Clearance on one side or the other of any <strong>in</strong>terfer<strong>in</strong>g structures shall be determ<strong>in</strong>ed on the field <strong>in</strong> accordancewith the circumstances of each case with the provision that the l<strong>in</strong>e shall be laid as directed by the Eng<strong>in</strong>eer-In-Charge. Temporary under pass<strong>in</strong>g supports and other protective devices necessary to keep <strong>in</strong>terfer<strong>in</strong>gstructures unaffected, shall be provided by the Contractor and shall be of such design so as to ensure aga<strong>in</strong>sttheir possible failure.2.1.6 F<strong>in</strong>ish of Trench:The employer <strong>in</strong>tends that there shall be a m<strong>in</strong>imum of hand guard<strong>in</strong>g of the trench bottom However, toachieve this, Contractor shall have to dig as square a bottom of the trench as possible with the equipment. This<strong>in</strong> part can be obta<strong>in</strong>ed by adjust<strong>in</strong>g and adopt<strong>in</strong>g the crumbl<strong>in</strong>g shoe and digg<strong>in</strong>g teeth of the trench<strong>in</strong>gmach<strong>in</strong>es and by use of a drag beh<strong>in</strong>d the trench<strong>in</strong>g mach<strong>in</strong>es. Contractor shall do hand work <strong>in</strong> the trench ifnecessary to free the bottom of the trench from loose rock and hard soil and to trim protrud<strong>in</strong>g roots from thebottom and side walls of the trench. However, the Contractor has the liberty to adopt any procedure accord<strong>in</strong>gto site condition with due approval of the Eng<strong>in</strong>eer-In-Charge. Trench compactor should be used to compactthe bed.2.1.7 Padd<strong>in</strong>g:In all cases where rock or gravel is encountered <strong>in</strong> the bottom of trench, trench padd<strong>in</strong>g shall be provided tosafeguard the pipe coat<strong>in</strong>g. The extent of trench padd<strong>in</strong>g (length) shall be decided by the Eng<strong>in</strong>eer-In-Charge.The thickness of the compacted padd<strong>in</strong>g shall not be less than 150 mm. In those areas that are to be paddedthe trench shall be at least 150 mm deeper than otherwise required, and evenly and sufficiently padded to keepthe pipe, when <strong>in</strong> place at least 150 mm above the bottom of excavated trench. Padd<strong>in</strong>g materials shall be sandconta<strong>in</strong><strong>in</strong>g no gravel, rock, or lumps of hard soil.2.1.8 Protection of Trench:Contractor shall keep the trench <strong>in</strong> good conditions until the pipe is laid. All type of safety measures <strong>for</strong>excavation work shall be taken and ma<strong>in</strong>ta<strong>in</strong>ed as required. The Contractor shall provide, <strong>in</strong>stall and operateall the necessary pump<strong>in</strong>g mach<strong>in</strong>eries, pip<strong>in</strong>g appliances and equipments and supply fuel, etc. to keep trenchreasonably free from any water dur<strong>in</strong>g excavation.2.1.9 Protection Of Underground Utilities:Contractor shall obta<strong>in</strong> plans and full details of all exist<strong>in</strong>g and planed underground services from the EIC andshall follow plans & co-ord<strong>in</strong>ates closely at all time dur<strong>in</strong>g the per<strong>for</strong>mance of work. Contractor shall beresponsible <strong>for</strong> action and protection of all underground l<strong>in</strong>es and structures. In special locations, the use oftrench<strong>in</strong>g mach<strong>in</strong>e / backhoe may result <strong>in</strong> damage of property and subsurface structures likely to beencountered dur<strong>in</strong>g excavation. At such places, Contractor shall excavate the trench manually to samespecifications.Where the pipel<strong>in</strong>e crosses other underground utilities / structures, Contractor shall first manually excavate toa depth the utilities / structures are located.Temporary underp<strong>in</strong>n<strong>in</strong>g, or any other type of supports and other protective devices necessary to keep the<strong>in</strong>terfer<strong>in</strong>g structure <strong>in</strong>tact shall be provided by Contractor to ensure aga<strong>in</strong>st their possible failure.In locations, where the pipel<strong>in</strong>e has to be laid more or less parallel to an exist<strong>in</strong>g pipel<strong>in</strong>e, cable and / or otherutilities <strong>in</strong> the right of way Contractor shall per<strong>for</strong>m the work to the satisfaction of the Authority of theexist<strong>in</strong>g pipel<strong>in</strong>e / cable / utility. In such locations Contractor shall per<strong>for</strong>m work <strong>in</strong> such way that even underthe worst weather and flood<strong>in</strong>g conditions, the exist<strong>in</strong>g pipel<strong>in</strong>e / utilities rema<strong>in</strong> stable and shall neitherbecome underm<strong>in</strong>ed nor have the tendency to slide towards the trench.87
2.1.10 Shift<strong>in</strong>g of Underground Services:Any or all the exist<strong>in</strong>g underground utility l<strong>in</strong>es such as telephone cables etc. which may be encountereddur<strong>in</strong>g the progress of work shall have to be very carefully supported and ma<strong>in</strong>ta<strong>in</strong>ed.In case any of the exist<strong>in</strong>g utility l<strong>in</strong>es is to be shifted or attended <strong>in</strong> any fashion the Contractor shall <strong>in</strong>timatethe Department. The Contractor shall also get the necessary alteration done by negotiation with the concernedorganization to the satisfaction of the Eng<strong>in</strong>eer-<strong>in</strong>-Charge. No attempt should be made on the part of theContractor to shift or alter any of the utility l<strong>in</strong>es without specific <strong>in</strong>struction from Eng<strong>in</strong>eer-<strong>in</strong>-Charge.2.1.11 Precautions Aga<strong>in</strong>st Floatation:Contractor shall check if up-float<strong>in</strong>g danger is present <strong>in</strong> open trench and then shall take appropriate measuresto prevent up float<strong>in</strong>g. Such as apply<strong>in</strong>g soil dams and de-water<strong>in</strong>g of trench or temporary fill<strong>in</strong>g of water <strong>in</strong>tothe l<strong>in</strong>e (<strong>in</strong> exceptional cases).In some stretches, if up float<strong>in</strong>g of the pipel<strong>in</strong>e after back fil<strong>in</strong>g is reckoned with, such stretches shall be<strong>in</strong>dicated <strong>in</strong> the draw<strong>in</strong>gs. If such stretches requir<strong>in</strong>g negative buoyancy are encountered dur<strong>in</strong>g construction,which are not <strong>in</strong>dicated <strong>in</strong> draw<strong>in</strong>g but required <strong>in</strong> the op<strong>in</strong>ion of the Eng<strong>in</strong>eer-In-Charge, Contractor shallprovide necessary measures to prevent buoyant effect <strong>in</strong> consultation with Eng<strong>in</strong>eer-In-Charge. Float<strong>in</strong>g of thepipel<strong>in</strong>e can be prevented by provid<strong>in</strong>g sufficient overburden or by provid<strong>in</strong>g sufficient dead weight by meansof anchor block or by apply<strong>in</strong>g a cont<strong>in</strong>uous concrete coat<strong>in</strong>g around the pipe to provide the desired weight.Whatever cont<strong>in</strong>uous concrete coat<strong>in</strong>g is used, it shall con<strong>for</strong>m to the provision of relevant specificationsunless <strong>in</strong>dicated otherwise <strong>in</strong> the draw<strong>in</strong>g.2.1.12 Night Caps:At the end of each day’s work or every time when jo<strong>in</strong><strong>in</strong>g operations are <strong>in</strong>terrupted, the open ends of pipesshall be capped with securely closed metal cap or plug as approved by the Eng<strong>in</strong>eer-In-Charge so as toprevent the entry of dirt, dust, water or any <strong>for</strong>eign matter <strong>in</strong>to the pipel<strong>in</strong>e. These covers shall not be removeduntil the work is to be resumed.2.1.13 Clos<strong>in</strong>g Lengths:Pipes which are required to be cut to from clos<strong>in</strong>g pieces <strong>in</strong> any portion of the pipel<strong>in</strong>es or to term<strong>in</strong>ate <strong>in</strong>chambers / manhole or other parts of the works shall not be cut until after all adjacent pipes and fitt<strong>in</strong>g havebeen <strong>in</strong>stalled and jo<strong>in</strong>ed.The Contractor shall determ<strong>in</strong>e the length of each clos<strong>in</strong>g piece, the required angle and shape of the same,which shall be brought to the notice of the Eng<strong>in</strong>eer-In-Charge <strong>for</strong> approval. The cut shall be neatly per<strong>for</strong>medand the end of the pipe shaped and trimmed so as to ensure an accurate jo<strong>in</strong>t or term<strong>in</strong>ation as the case may beany damage to sheath<strong>in</strong>g, coat<strong>in</strong>g or l<strong>in</strong><strong>in</strong>g shall be made good.2.2 Lay<strong>in</strong>g of D.I. PipesThe lay<strong>in</strong>g of D.I. pipes shall con<strong>for</strong>m to the guidel<strong>in</strong>es mentioned here<strong>in</strong> / relevant clauses of concerned IScode of practice.2.2.1 Lower<strong>in</strong>g of D.I. pipe:Proper <strong>in</strong>struments, tools and facilities satisfactory to the Eng<strong>in</strong>eer-In-Charge shall be provided and used bythe Contractor <strong>for</strong> the safe and convenient per<strong>for</strong>mance of the work. All pipes, fitt<strong>in</strong>gs, and valves shall becarefully lowered <strong>in</strong>to the trench, piece by means of crane derrick, rope or other suitable tools or equipment,<strong>in</strong> such a manner as to prevent damage to pipes, valves, fitt<strong>in</strong>gs, etc. and protective coat<strong>in</strong>gs and l<strong>in</strong><strong>in</strong>gs.Under no circumstances shall materials be dropped or dumped <strong>in</strong>to the trench. If damage occurs to any pipe,fitt<strong>in</strong>g, valve or accessory <strong>in</strong> handl<strong>in</strong>g, the damage shall be immediately brought to the Eng<strong>in</strong>eer-In-Charge’sattention. The Eng<strong>in</strong>eer-In-Charge shall prescribe corrective repairs or rejection of the damaged items. Pipesover 250 mm diameter shall be handled and lowered <strong>in</strong>to trenches with the help of crane.2.2.2 Clean<strong>in</strong>g of D.I. Pipes and Fitt<strong>in</strong>g:All lumps, blisters, and excess coat<strong>in</strong>g material shall be removed from the socket and spigot end of each pipe.The outside of the spigot and <strong>in</strong>side of the socket shall be wiped clean. Dry and free from oil and greasebe<strong>for</strong>e the D.I. pipe is laid.2.2.3 Lay<strong>in</strong>g:After plac<strong>in</strong>g a length of pipe <strong>in</strong> the trench the spigot end shall be centered <strong>in</strong> the socket and the pipe <strong>for</strong>cedhome and aligned to gradient. The pipe shall be secured <strong>in</strong> place with approved back fill materials tamped onboth sides except at socket.The socket end should face the upstream while lay<strong>in</strong>g the pipe l<strong>in</strong>e on ground.88
Jo<strong>in</strong>t<strong>in</strong>g of D.I. specials with the spigot end adopt<strong>in</strong>g the technique of Mechanical and push-on flange jo<strong>in</strong>t asper procedure laid down <strong>in</strong> approved manufacturer’s specification / <strong>in</strong>structions us<strong>in</strong>g special type of D.I.fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to I.S.: 13382-1992, suitable <strong>for</strong> Mechanical flexible jo<strong>in</strong>ts may be used.D.I. pipes may also be jo<strong>in</strong>ted by means of flanges as and where required and specified <strong>in</strong> the draw<strong>in</strong>g or asdirected by the E.I.C.The gasket used between flanges of pipes shall be of natural or synthetic rubber (Con<strong>for</strong>m<strong>in</strong>g to I.S.: 638 oflatest revision Edition) of thickness between 1.5 mm to 3 mm.Each bolt should be tightened a little at a time tak<strong>in</strong>g care to tighten diametrically opposite bolts alternatively.The practice of full tighten<strong>in</strong>g the bolts one after another is highly undesirable.2.2.4 Anchor / Thrust BlocksThe contractor shall provide anchor / thrust blocks at all horizontal bends <strong>in</strong> case of 90°, 45° , 22½° & Tee<strong>for</strong> 200 mm to 500 mm dia pipe and <strong>in</strong> case of 90°, 45° & Tee <strong>for</strong> 100 mm to 150 mm dia pipe to be placedboth below and above ground. Anchor blocks shall be <strong>in</strong> cement concrete as per dimensions given <strong>in</strong> theapproved draw<strong>in</strong>gs. The grade of concrete as specified <strong>in</strong> the relevant draw<strong>in</strong>g shall be strictly followed.Shutter<strong>in</strong>g shall be as required and to the satisfaction of the Eng<strong>in</strong>eer-In-Charge.The thrust faces of all blocks shall be placed directly aga<strong>in</strong>st the undisturbed faces of excavations and theshape and size of the blocks shall be as shown on the draw<strong>in</strong>gs or as otherwise determ<strong>in</strong>ed by the Eng<strong>in</strong>eer-In-Charge hav<strong>in</strong>g regard to the nature of the ground and the load or thrust to be encountered. The concrete shallbe placed around the fitt<strong>in</strong>g <strong>in</strong> such a way that the coupl<strong>in</strong>g are not covered or fixed by it to allow <strong>for</strong>flexibility and to provide access to the collars <strong>for</strong> replac<strong>in</strong>g when necessary. Be<strong>for</strong>e cast<strong>in</strong>g concrete,bitum<strong>in</strong>ous felt shall be wrapped around the fitt<strong>in</strong>g at the <strong>in</strong>terface between concrete and fitt<strong>in</strong>g. Whererequired, anchor clamps shall be cast <strong>in</strong>to the anchor blocks.2.2.5 Back Fill<strong>in</strong>g:Back fill<strong>in</strong>g shall not be done until the pipe and appurtenances have the proper fit and the pipe is follow<strong>in</strong>g theditch profile at the required depth that shall provide the required cover and has bed which allows the pipe to restsmoothly and evenly.Back-fill<strong>in</strong>g shall be done with excavated good earth as approved by the EIC.3.0 Installation of Valves and Fitt<strong>in</strong>gs3.1 General:Valves, fitt<strong>in</strong>g, plugs and caps shall be set and jo<strong>in</strong>ed to pipes <strong>in</strong> the manner specified above <strong>for</strong> clean<strong>in</strong>g,lay<strong>in</strong>g and jo<strong>in</strong><strong>in</strong>g pipes. The contractor shall furnish all components required <strong>for</strong> construction of valveschambers and valves control access to buried valves. The valves shall be jo<strong>in</strong>ed with dismantl<strong>in</strong>g pieces asshown <strong>in</strong> the draw<strong>in</strong>g to facilitate future ma<strong>in</strong>tenance.3.2 Sluice Valves / Non Return Valves:The valves shall be <strong>in</strong>stalled <strong>in</strong> accordance with IS: 2685. While <strong>in</strong>stall<strong>in</strong>g the contractor shall ensure that allgrit and <strong>for</strong>eign matters are removed <strong>in</strong>side of the valves and all the faces are thoroughly cleaned and coatedwith a th<strong>in</strong> layer of m<strong>in</strong>eral grease, the sluice valves shall be <strong>in</strong>stalled with sp<strong>in</strong>dle vertical. The location ofvalves shall be as per draw<strong>in</strong>g. All sluice valves shall be <strong>in</strong>stalled on concrete bases. The length of theoperat<strong>in</strong>g stem shall properly adjusted depend<strong>in</strong>g upon the depth of the valve below operat<strong>in</strong>g level. This shallbe done to the satisfaction of the Eng<strong>in</strong>eer-In-Charge.3.3 Air Valves:Air valves shall be <strong>in</strong>stalled at high po<strong>in</strong>ts us<strong>in</strong>g standard tee fitt<strong>in</strong>gs as shown <strong>in</strong> the draw<strong>in</strong>gs or as directedby the Eng<strong>in</strong>eer-In-Charge.3.4 Washouts:Washouts or scour valves shall be <strong>in</strong>stalled at low po<strong>in</strong>ts as shown <strong>in</strong> the draw<strong>in</strong>gs or as directed by theEng<strong>in</strong>eer-In-Charge Washouts shall be <strong>in</strong>stalled by the standard T-piece with the ma<strong>in</strong>.The outlet of the dra<strong>in</strong> must be directed to the lowest ground level <strong>in</strong> such a way that no back flow to the ma<strong>in</strong>pipe can occur.The dra<strong>in</strong> pipe of washouts shall not be connected to any sewer, submerged <strong>in</strong> any stream, or be <strong>in</strong>stalled <strong>in</strong>all other manner that may permit back siphon<strong>in</strong>g <strong>in</strong>to the distribution system.3.5 Easy Operation of Valves:All valves shall be provided with cap / hand lever / hand wheel as required with<strong>in</strong> easy reach. Wherevernecessary operat<strong>in</strong>g plat<strong>for</strong>ms shall be provided. In general, valves <strong>in</strong>stalled underground shall have caps andthose fitted above ground shall be operable by hand wheels.4.0 Bends And Fitt<strong>in</strong>gsPipel<strong>in</strong>es shall be laid <strong>in</strong> straight l<strong>in</strong>es with gradual changes be<strong>in</strong>g taken up at the jo<strong>in</strong>ts as approved by themanufacturers / and or relevant IS code as desired E.I.C. Where a sudden change of direction cannot be89
SECTION 6: Layout Draw<strong>in</strong>gs of the workIndicative draw<strong>in</strong>g as follows :a) Hawker’s <strong>Rehab</strong>ilitation-3 Nos.b) Landscape Draw<strong>in</strong>gc) Site Landscap<strong>in</strong>g of OAT-2 Nos.d) Plan,Elevation & Section of OAT-2 Nos.e) Floor Plan,Eleation & Section of Beach Amenity.f) Vendor’s <strong>Rehab</strong>ilitation.g) Plan & Elevation of Watch Tower.h) Electrical Draw<strong>in</strong>gs92
SECTION 7: BILL OF QUANTITIES93
Schedule of Quantities <strong>for</strong> Beach Amenity (Civil Works) at Jagannath Ghat, <strong>Digha</strong>SL.NO.RATEIN WORDDESCRIPTION UNIT IN FIGUREQUANTITYCIVIL WORKSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed1soil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches. level<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500 mm Cum 104b) Depth of foundation 1500 mm to 3000 mm Cum 332Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete. (Payment to be made onbasis of measurement of f<strong>in</strong>ished quantity of work)a) With earth obta<strong>in</strong>ed from excavation of foundation Cum 80b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3 km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 123Hire & Labour charges <strong>for</strong> shor<strong>in</strong>g work (<strong>in</strong>clud<strong>in</strong>g necessary close plank wall<strong>in</strong>g, fram<strong>in</strong>gEucalyptus / Jhou bulla pill<strong>in</strong>g shutter<strong>in</strong>g etc.) complete as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>charge<strong>for</strong> foundation excavation (vertical surface are <strong>in</strong> contact with supported earth is to bemeasured)a) Depth upto 1.5 m Sqm 10b) For additional depth beyond 1.5 m & upto 3.00 m Sqm 304 Pre-constructional antitermite measuresa)b)c)Anti termite treatment to bottom surface (<strong>in</strong> case of masonry foundation and basements) and thesides (upto a height of 300 mm from bottom) of the excavation trenches with chemicalemulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) with waterby weight at the rate of 5 Litres per Sq.M area. The work shall be carried out as perspecification described <strong>in</strong> 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurement will bethe plan area of foundation treated)Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates ( 1% concentration)with water by weight at the rate of 5 Litres per Sq.M of the surface be<strong>for</strong>e sand bed or subgradeis laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. center to center both ways shall bemade with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil withthe chemical emulsion. The work shall be carried out as per specification described <strong>in</strong> para 6.4of code IS-6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>thtreated.)Pre-constructional anti termite measuresTreatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gSqm 134Sqm 147Sqm 200AMOUNT (Rs.)94
Chlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 litersper sqm of the vertical surface of the substructure of each side of the foundation.5Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost Cum. 50of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)B CEMENT CONCRETE WORK6Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code(a) Pakur variety Cum 377Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevantspecial publications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g ofconcrete cubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge consumption of cement will not be lessthan 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actualconsumption will be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix foumula. Inground floor and foundation.[us<strong>in</strong>g concrete mixture]M 25 Gradea) Upto pl<strong>in</strong>th Cum 59b) Ground Floor Cum 1208Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surfaces of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works.Steel shutter<strong>in</strong>g or 9 to 12 mm thick Approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concretework.a) Upto pl<strong>in</strong>th Sqm 133b) Ground Floor Sqm 3339Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g us<strong>in</strong>g approvedprops and surfaces with required brac<strong>in</strong>g <strong>for</strong> concrete decorative structures <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g,fix<strong>in</strong>g and strik<strong>in</strong>g out after completion of works. Steel shutter<strong>in</strong>g or 9 to 12 mm thick approvedSqm 624quality ply board shutter<strong>in</strong>g <strong>in</strong> any decorative concrete work.10Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distributionbars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods , <strong>in</strong>itial straighten<strong>in</strong>g and removal of looserust (if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong>proper position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, completeas per draw<strong>in</strong>g and directionTor Steel / Mild Steel M.T. 15C BRICKWORK95
11S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 24112 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) Upto pl<strong>in</strong>th Cum 9b) Ground Floor Cum 7313 125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors Sqm 102D PLASTERING14Plaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of concrete surface,<strong>in</strong>clud<strong>in</strong>g throat<strong>in</strong>g, nos<strong>in</strong>g and drip course where necessary. Ground Floora) 20 mm thick plaster (External) 1:6 Sqm 206b) 15 mm thick plaster (Internal) 1:6 Sqm 376c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4 Sqm 196E FLOORINGSupply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than600 mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar (1:4)and 2 mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91Kg./Sq.M or us<strong>in</strong>gpolymerised adhesive (6mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor/Mosaic etc without any back<strong>in</strong>g course ) laid after application slurry us<strong>in</strong>g 1.75kg of cement per15sqm below mortar only, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>g pigment tomatch with colour of tiles/ epoxy grout materials of approved make as directed & removal ofwax coat<strong>in</strong>g of top surface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft & dry clothupto mirror f<strong>in</strong>ish complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other <strong>in</strong>cidentalcharges complete true to the manufacturer's specification and direction of Eng<strong>in</strong>eer-<strong>in</strong>-Charge.(white cement, synthetic adhesive and grout material to be supplied by contractor)Light ColourWith application slurry @1.75 kg / Sqm. 20 mm sand cement mortar (1:4) & 2 mm thickcement slurry at back side of tiles, 0.2 kg / Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentSqm 11016Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st class grade & quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish, antiskid <strong>in</strong>floors with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side oftiles us<strong>in</strong>g cement @ 2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/SqmSqm 125(Coloured decorative). Area of each tile above 0.09 Sqm17Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st class grade & quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish <strong>in</strong> wallswith cement sand mortar (1:3) 15mm thk and cement slurry 2 mm thk. At back side of tilesus<strong>in</strong>g cement @2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/SqmSqm 315(Coloured decorative). Area of each tile above 0.09 SqmF DOOR / WINDOWS18 Wood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at the Cum 196
contact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp.a) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.19Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fittedwith 37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and <strong>in</strong>ternallipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc. completeSqm 56<strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and other fitt<strong>in</strong>gs.35 mm thick shutters20Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g <strong>in</strong> position Alum<strong>in</strong>ium glazed casement w<strong>in</strong>dows and casementcum fixed w<strong>in</strong>dows, skylights ventilators with 4 mm thick clear float glass <strong>in</strong> natural mat f<strong>in</strong>ishanodised (15 - 18 micron) alum<strong>in</strong>ium section (Indal or similar approved) of series 40 ofalum<strong>in</strong>ium alloy extrusions con<strong>for</strong>m<strong>in</strong>g to IS:733 - 1983 & IS:1285 - 1975 and con<strong>for</strong>m<strong>in</strong>g toIS:1868 - 1983 <strong>for</strong> fabrication of composite w<strong>in</strong>dows, jo<strong>in</strong>ted crimped with sta<strong>in</strong>less steel Sqm 13friction stay, handles, locks, glaz<strong>in</strong>g clips, EPDM gasket, weather pile <strong>in</strong> frame grooves, nickelchrome plated fix<strong>in</strong>g screws (GKW make or equivalent) all of approved make <strong>in</strong>clud<strong>in</strong>g allmaterials and labour as per draw<strong>in</strong>gs, direction of the Eng<strong>in</strong>eer In Charge and specificationscomplete <strong>in</strong>clud<strong>in</strong>g all accessories. etc.21 Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS 2835-19874 mm thick clear glass Sqm 1322Wood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted andfixed complete.(a) HallakCum 123M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grillweigh<strong>in</strong>g above 10 Kg / sqm and up to16 Kg / sqma) Ground Floor MT 1b) First Floor MT 124Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100mmx 58mm x 1.9mm )Nos 12825Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws:225 mm long x 10mm dia bolt Nos 6426Anodised alim<strong>in</strong>ium D-type handle of approved quality manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to I.S. specification (I.S. 230/72) fitted and fixed complete. 125 mm grip X 12 mm Nos 20dia rod27Supply<strong>in</strong>g Godrej Mortice lock Chromium plated with latch and keys four level <strong>in</strong>clud<strong>in</strong>gfitt<strong>in</strong>g and fix<strong>in</strong>g completeNos 29G FINISHING28Render<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approvedmake and brand (1.5mm thick)Sqm 57297
29303132333435H36Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly, complete asper manufacturer's specification and as per direction of the EIC.In Ground Floor:One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as per direction of EIC to be applied over acrylicprimer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidentalcharges but exclud<strong>in</strong>g the cost of primer.Ground FloorTwo coats.Apply<strong>in</strong>g Interior grade acrylic primer, hav<strong>in</strong>g low VOC (Volatile Organic Compound )content, of approved quality and brand on plastered or concrete surface old or new surface toreceive Distemper/Acrylic emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surfacethroughly,complete as per manufacturer's specification and as per direction of the EIC. OnecoatsSolvent based <strong>in</strong>terior grade Acrylic primerApply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t,hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than50 grams/ litre, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong><strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty. Two coats. Luxury qualityPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile OrganicCompound) of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc.<strong>in</strong>clud<strong>in</strong>g us<strong>in</strong>g of approved putty etc. on the surface if necessary. Two coats (with any shadeexcept white) with super glossPrim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g lowVOC (Volatile Organic Compound) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces bysand paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new (by the application of2 coats of slurry prepared with latex of approved brand , water and cement <strong>in</strong> the proportion of(lPW CEMENT 1:4:6) by volume, with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 (four) hours to 14(fourteen) hours between the two layers, lay<strong>in</strong>g 20 mm thick & sand & cement consolidatedplaster (1:4) admixed with plastocrete super of approved brand 0.2 % by weight of cement,lay<strong>in</strong>g flat 1st class brick bats / bricks over the mortar keep<strong>in</strong>g a gap of 10-20 mm between twobats, fill<strong>in</strong>g the vertical jo<strong>in</strong>ts with the a<strong>for</strong>esaid mortar, provid<strong>in</strong>g a second layer of 20 mmSqm 206Sqm 206Sqm 572Sqm 572Sqm 125Sqm 112Sqm 13Sqm 13498
thick sand & cement plaster (1:4) admixed with plastocrete super as above over the brick layer,the top surface of the treatment should be chequered to provide the antistrip propertya) By Bricks (cement 25.66 kg / sqm)Schedule of Quantities <strong>for</strong> Beach Amenity (Sanitary & Plumb<strong>in</strong>g Works) at Jagannath Ghat, <strong>Digha</strong>RATESL.IN WORDDESCRIPTION UNIT IN FIGURENO.QUANTITYINTERNAL SANITARY AND PLUMBING WORKSA SUBHEAD “A”:- SANITARY FITTINGS & FIXINGSSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Orissa pattern water closet <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of1approved make <strong>in</strong> position complete exclud<strong>in</strong>g 'P' or 'S' trap (exclud<strong>in</strong>g cost of concrete <strong>for</strong>fix<strong>in</strong>g)Sets 2580 mm X 440 mmSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g E.W.C. <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of approved make2 complete <strong>in</strong> position with necessary bolts, nuts, etc.Each 4(a) With 'S' trapSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Closet seat of approved make with lid and C.P h<strong>in</strong>ges, rubber buffer3 and brass screws complete.(a) E.W.C. Bestolite Each 4(solid type) white4Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 10 litre PVC low down cistern con<strong>for</strong>m<strong>in</strong>g to I.S specification withP.V.C. fitt<strong>in</strong>gs complete, C.I. brackets <strong>in</strong>clud<strong>in</strong>g two coats of pa<strong>in</strong>t<strong>in</strong>g to bracket, etc.Each 6Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g white vitreous ch<strong>in</strong>a best quality approved make wash bas<strong>in</strong> withC.I. brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitt<strong>in</strong>gs of 32 mm dia. one approved5quality brass C.P. pillar cock of 15 mm dia., C.P. cha<strong>in</strong> with rubber plug of 30 mm dia. approvedquality PVC waste pipe with C.P. nut 32 mm dia. 900 mm long approved quality PVC connectionpipe with heavy brass C.P nut <strong>in</strong>clud<strong>in</strong>g mend<strong>in</strong>g good all damages and pa<strong>in</strong>t<strong>in</strong>g the brackets withtwo coats of approved pa<strong>in</strong>t.a) 550 mm x 400 mm size Each 86Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g porcela<strong>in</strong> soap tray of approved make.Recessed soap tray of size 150 mm X 150 mmEach 8Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Flat back ur<strong>in</strong>al (half stall ur<strong>in</strong>al) <strong>in</strong> white vitreous ch<strong>in</strong>aware of7approved make <strong>in</strong> position with brass screws on 75 mm X 75 mm X 75 mm wooden blockscomplete.With ur<strong>in</strong>al flush pipe connector etc. all completeEach 4(i) 590 mm X 390 mm X 380 mm8Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g ur<strong>in</strong>al flush pipe fitt<strong>in</strong>g of approved brand(a) C.P. ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs range of oneEach 49 Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 25mm thick marble partition slab with chawk doongri marble square Sqm 2AMOUNT (Rs.)99
cut, both sides polished with two front corners rounded & edges polished.10Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete(i) 600 X 100 mmEach 6White vitreous ch<strong>in</strong>aware11Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cock.Chromiumplated Bib Cock long body with wall flange with aeratorEach 1812Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g angular or stop cock.Chromium platedEach 3013 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g CP concealed stop cock Each 1214 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g CP Piller cock Each 415Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g shower of approved brand and make.Chromium plated rose shower with revolv<strong>in</strong>g jo<strong>in</strong>t and 150 mm long shower arm .Each 1216Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand P.V.C CONNECTOR white flexible with both endscoupl<strong>in</strong>g with heavy brass C.P nut, 15mm diaa) 300 mm long Each 5b) 450 mm long Each 10B SUBHEAD “B”:- TOILET REQUIREMENTS17Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bevelled edged mirror 5.5 mm thick silver red as per I.S.Ispecifications supported on fiber glass frame of any colour, frame size 550 mm X 400 mm.Each 418Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g liquid soap conta<strong>in</strong>erChromium platedEach 219 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g towel rail with two brackets.C.P. over brass25 mm dia 600 mm longEach 1820Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g dome shaped C.P. waste grat<strong>in</strong>g <strong>for</strong> ur<strong>in</strong>als.(i) 50 mmEach 221 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g C.I. round grat<strong>in</strong>ga) 100 mm dia Each 30C SUBHEAD “C”:- WATER SUPPLY (INTERNAL & EXTERNAL)22Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g PVC pipes <strong>for</strong> work of approved make (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part - I ) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>gsocket, reduc<strong>in</strong>g tee, short piece etc. fitted <strong>in</strong>clud<strong>in</strong>g cost of all materials, jo<strong>in</strong>t<strong>in</strong>g materials,cutt<strong>in</strong>g pipes , mak<strong>in</strong>g threads, cutt<strong>in</strong>g trenches upto 1.5 meter below surface <strong>in</strong> all sorts of soiland refill<strong>in</strong>g the same as directed complete <strong>in</strong> all respect . (Payment will be made on the centerl<strong>in</strong>e measurement of the total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials . No separate payment will be made<strong>for</strong> accessories, specials.)a) 15 mm dia medium duty Mtrs 40100
) 20 mm dia medium duty Mtrs 40c) 25 mm dia medium duty Mtrs 40d) 32 mm dia medium duty Mtrs 15e) 40 mm dia medium duty Mtrs 5f) 50 mm dia medium duty Mtrs 5g) 80 mm dia medium duty Mtrs 523Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g gunmetal wheel valve of approved brand and make tested to 21 kgper sq. cm. (<strong>for</strong> water l<strong>in</strong>es only).a) 20 mm dia Each 5b) 25 mm dia Each 5c) 32 mm dia Each 20024Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g approved quality P.V.C. water storage tanks with closed top with lid(black) multilayer.2,000 litres capacityEach 2D SUBHEAD "D" : SOIL / WASTE / VENT / PIPES & SPECIALS25 Supply of UPVC pipes (B type) & fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to IS - 13592 - 1992(A) S<strong>in</strong>gle Socketed 3 Meter Lengthi) 75 mm dia Mtrs 5ii) 110 mm dia Mtrs 120iii) 160 mm dia Mtrs 5(B)i)ii)iIi)iv)Fitt<strong>in</strong>gs110 X 110 P trap75 mmeach 30110 X 110 S trap75 mmeach 25Double Ya) 110 mm dia each 20b) 75 mm dia each 20Door Y (LH) & (RH)110 mm dia each 25v) Door Bend (T.S.)110 mm dia each 25vi) Bend 87.5 degree(a) 110 mm dia each 25(b) 75 mm dia each 226Cast Iron fitt<strong>in</strong>g <strong>for</strong> soil pipe l<strong>in</strong>e con<strong>for</strong>m<strong>in</strong>g to IS:1729-1970 <strong>in</strong>clud<strong>in</strong>g jo<strong>in</strong>t<strong>in</strong>g and fitt<strong>in</strong>g andfix<strong>in</strong>g <strong>in</strong> position and pa<strong>in</strong>t<strong>in</strong>g two coats to the exposed surface complete <strong>in</strong>clud<strong>in</strong>g cost of allmaterials and labour.Double "Y" junction of 150 mm dia X 100 mm dia X 100 mm dia. with door.With lead caulked jo<strong>in</strong>ts each 10101
On Board Po<strong>in</strong>t 28Fix<strong>in</strong>g only fan regulator on exist<strong>in</strong>g sheet metal switch board with bakelite / perspex top cover byscrew after mak<strong>in</strong>g hous<strong>in</strong>g <strong>for</strong> regulator knob by cutt<strong>in</strong>g bakelite / perspex top cover <strong>in</strong>cl. mak<strong>in</strong>g Each 1necy. connections etc.9Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. connection as required.2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 510 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsLay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages and RM 10pa<strong>in</strong>t<strong>in</strong>g11 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonary trench<strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 512 Lay<strong>in</strong>g through Underground Trencha)Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, <strong>in</strong>clud<strong>in</strong>gfill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil, level<strong>in</strong>g up andRM 25restor<strong>in</strong>g surface duly rammedb)Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation (horizontal),the trench size : 680 mm x 760mm average depth, with brick protection on the top of each cable8(eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator between the bricks and RM 30cables and also trench to be filled up with shifted soil, levell<strong>in</strong>g up and restor<strong>in</strong>g surface dulyrammedc)Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables RM 60<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed13 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables <strong>for</strong> 2 core upto 4 sqmmEach 214 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials :2 core 4 sqmm cable Set 215 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection with metre 5104
necessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as required. 25 mm dia16Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,metre 125con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification. 2C, 4 sqmm17 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mtrs. long and 1 x 4 SWG GI (Hot Dip)wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground leveland partly above ground level driven to an average depth of 3.65 Mts. below the ground level &restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 118Extra <strong>for</strong> provid<strong>in</strong>g masonary enclosure on the top of the earth electrode of overall size 86.36 cmx 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cmwidth duly plastered with cement mortar (<strong>in</strong>side) CI h<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 cm x Item 135.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm dia holes onthe GI pipe19 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 120 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete with GI meter 1bolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required21 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as below onwall/floor with staples buried<strong>in</strong>side wall/floor as required and mak<strong>in</strong>g connection to equipmentswith bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damagesNo. 8 SWG Mtr. 2022B23Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of verticalconductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.SUB-HEAD - B : DISTRIBUTION BOARD AND CONTROL PANELSupply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gEach 1105
Cattachment.Legrand2+4 way Enclosure (607711), 32A DP Isolator, 4 no. SP MCB Each 1SUB-HEAD - C : INSTALLATION OF FIXTURES24 Fitt<strong>in</strong>g and Fix<strong>in</strong>g only lamp Each 625Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall / ceil<strong>in</strong>gwith ceil<strong>in</strong>g plates, nipples as required.Each 5Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No. 20mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side <strong>in</strong>serted26with<strong>in</strong> the ceil<strong>in</strong>g re<strong>in</strong><strong>for</strong>cement and other side connected with the suitable size of bolts and nuts<strong>in</strong>cl. S&F EI conduit “L” type (125mm x 125mm) 6mm thick and 25mm with MS clamps andconnect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish andpa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 15Fix<strong>in</strong>g only ceil<strong>in</strong>g fan complete with blades, canopy, <strong>for</strong>k, rubber bush etc. <strong>in</strong>cl. S&F connect<strong>in</strong>g27 wire <strong>for</strong> down rod upto 30 cm <strong>in</strong>cl. pa<strong>in</strong>t<strong>in</strong>g the rod with approved pa<strong>in</strong>t and mak<strong>in</strong>g necessaryconnection as required by2x1.5 sqmm flexible copper wire Each 128Supply<strong>in</strong>g & Fix<strong>in</strong>g bulkhead light fitt<strong>in</strong>g (Bajaj make) on wall / ceil<strong>in</strong>g <strong>in</strong>cl. S & F suitable 100watts lamp complete with glass wire-guard and holderEach 1D SUB-HEAD - D : SUPPLY OF FIXTURE29 Supply of heavy duty 225 mm sweep AC/230V exhaust fan along with the ventilat<strong>in</strong>g louver Each 730Supply of 1200 mm sweep capacitor type ceil<strong>in</strong>g fan complete with blades, down rod and allother accessories as required.Each 131Supply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with allnecessary accessories etc complete.( similar type : Philips make type no. TMS022 1xT5-28W Each 20HFB with Lamp 1xT5 28W.)32Supply of Wall mounted CFL (Philips Make) fitt<strong>in</strong>gs <strong>for</strong> 1x23 watt compact florescent lamp withall necessary accessories etc. complete.Each 63334Provid<strong>in</strong>g ISI marked flush type 120/280 watt rotary step 2 module ( Socket Type ) fan regulator<strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection test<strong>in</strong>g etc. as required as per recommended makes enclosed.Provid<strong>in</strong>g of Gravity Louver shutter of superior quality made out of Alum<strong>in</strong>ium sheet with enamelpa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g cost of nuts, bolts, etc as reqd. 23 cmEach 1Each 7Schedule of Quantities <strong>for</strong> Watch Tower (Civil Works) at Jagannath Ghat, <strong>Digha</strong>106
RATESL.NO.DESCRIPTION UNIT IN FIGURE IN WORD QUANTITYCIVIL WORKSA EARTHWORKEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed soil1but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoils with<strong>in</strong> alead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches. level<strong>in</strong>g.dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500mm Cum 48.34b) Depth of foundation 1500mm to 3000mm Cum 6.83Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 1502 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).a) With earth obta<strong>in</strong>ed from excavation of foundation. Cum 45.51b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 10.00Hire & Labour charges <strong>for</strong> shor<strong>in</strong>g work (<strong>in</strong>clud<strong>in</strong>g necessary close plank wall<strong>in</strong>g, fram<strong>in</strong>g3 Eucalyptus / Jhou bulla pill<strong>in</strong>g shutter<strong>in</strong>g etc.) complete as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>-charge<strong>for</strong> foundation excavation (vertical surface are <strong>in</strong> contact with supported earth is to be measured)a) Depth upto 1.5 m sqm 20b) For additional depth beyond 1.5 m & upto 3.00 m sqm 404 Pre-constructional antitermite measuresAnti termite treatment to bottom surface (<strong>in</strong> case of masonry foundation and basements) and thesides (upto a height of 300 mm from bottom) of the excavation trenches with chemical emulsiona)by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) with water by weight atthe rate of 5 Liters per Sq.M area. The work shall be carried out as per specification described <strong>in</strong>Sqm 15.006.2.1. of code IS-6313 (part -II) 1981. (Mode of measurement will be the plan area of foundationtreated)AMOUNT(Rs.)b)Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) withwater by weight at the rate of 5 Liters per Sq.M of the surface be<strong>for</strong>e sand bed or sub-grade islaid. Holes upto 50 mm. to 75 mm. deep at 150 mm. center to center both ways shall be made Sqm 42.10with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with thechemical emulsion. The work shall be carried out as per specification described <strong>in</strong> para 6.4 ofcode IS-6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>thtreated)c) Pre-constructional antitermite measures Sqm 200.00107
5B67Treatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 lts persqm of the vertical surface of the substructure of each side of the foundation.Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost Cum. 4.36of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)CEMENT CONCRETE WORKOrd<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code(a) Pakur variety Cum 10.83Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size ) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevant specialpublications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g of concretecubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge Consumption of cement will not be less than 300 Kgof cement with Super plasticiser per cubic meter of controlled concrete but actual consumptionwill be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix <strong>for</strong>mula.In ground floor and foundation.(i) Pakur Variety[us<strong>in</strong>g concrete mixture]M 25 Gradea) Upto pl<strong>in</strong>th Cum 9.83b) Ground Floor Cum 7.56c) 1st Floor Cum 3.14d) 2nd Floor Cum 12.89e) 3rd Floor and above Cum 12.578Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>g outafter completion of worksSteel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete worka) Upto pl<strong>in</strong>th Sqm 48.45b) Ground Floor Sqm 57.10c) 1st Floor Sqm 32.31d) 2nd Floor Sqm 89.64e) 3rd Floor and above Sqm 50.209Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distributionbars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods, <strong>in</strong>itial straighten<strong>in</strong>g and removal of loose rust(if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong> proper108
position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, complete as perdraw<strong>in</strong>g and directionTor steel / Mild steel M.T. 7.04C BRICKWORK10S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 72.1811 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) Upto pl<strong>in</strong>th Cum 1.81b) Ground Floor Cum 13.6912 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors.a) Ground Floor Sqm 15.00D13PLASTERINGPlaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of concrete surface , <strong>in</strong>clud<strong>in</strong>gthroat<strong>in</strong>g , nos<strong>in</strong>g and drip course where necessarya) 20 mm thick plaster (External) 1:6i) Ground Floor Sqm 62.00ii) 1st Floor Sqm 10.00iii) 2nd Floor Sqm 10.00iv) 3rd Floor and above Sqm 10.00b) 15 mm thick plaster (Internal) 1:6i) Ground Floor Sqm 50.97ii) 1st Floor Sqm 10.00iii) 2nd Floor Sqm 10.00iv) 3rd Floor and above Sqm 10.00c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4i) Ground Floor Sqm 24.27ii) 1st Floor Sqm 7.65iii) 2nd Floor Sqm 53.20iv) 3rd Floor and above Sqm 91.92E14FLOORINGSupply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than 600mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar (1:4) and 2mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91Kg./Sq.M or us<strong>in</strong>g polymerisedadhesive (6mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor/ Mosaic etc withoutany back<strong>in</strong>g course ) laid after application slurry us<strong>in</strong>g 1.75kg of cement per sqm below mortaronly, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>g pigment to match with colour oftiles/ epoxy grout materials of approved make as directed & removal of wax coat<strong>in</strong>g of topsurface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft & dry cloth upto mirror f<strong>in</strong>ish109
E151617181920complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other <strong>in</strong>cidental charges complete true tothe manufacturer's specification and direction of Eng<strong>in</strong>eer-<strong>in</strong>-Charge. (white cement, syntheticadhesive and grout material to be supplied by contractor)(I).(B) Light ColourWith application slurry @1.75kg./Sqm. 20mm sand cement mortar (1:4) & 2mm thick cementslurry at back side of tiles, 0.2kg./Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentDOOR / WINDOWSWood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at thecontact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp.(a) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fittedwith 37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and <strong>in</strong>ternallipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc. complete<strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and other fitt<strong>in</strong>gs.35 mm thick shutters ( s<strong>in</strong>gle leaf)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g <strong>in</strong> position Alum<strong>in</strong>ium glazed casement w<strong>in</strong>dows and casement cumfixed w<strong>in</strong>dows, skylights ventilators with 4 mm thick clear float glass <strong>in</strong> natural mat f<strong>in</strong>ishanodised (15 - 18 micron) alum<strong>in</strong>ium section (Indal or similar approved) of series 40 ofalum<strong>in</strong>ium alloy extrusions con<strong>for</strong>m<strong>in</strong>g to IS:733 - 1983 & IS:1285 - 1975 and con<strong>for</strong>m<strong>in</strong>g toIS:1868 - 1983 <strong>for</strong> fabrication of composite w<strong>in</strong>dows, jo<strong>in</strong>ted crimped with sta<strong>in</strong>less steel frictionstay, handles, locks, glaz<strong>in</strong>g clips, EPDM gasket, weather pile <strong>in</strong> frame grooves, nickel chromeplated fix<strong>in</strong>g screws (GKW make or equivalent) all of approved make <strong>in</strong>clud<strong>in</strong>g all materials andlabour as per draw<strong>in</strong>gs, direction of the Eng<strong>in</strong>eer In Charge and specifications complete <strong>in</strong>clud<strong>in</strong>gall accessories. etc.Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS 2835-1987. 4mm thick clear glassWood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted and fixedcomplete (<strong>for</strong> purpose of payment section will be measured <strong>in</strong> the square).(a)HallakM.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grill weigh<strong>in</strong>gabove 10 Kg / sqm and up to16 Kg / sqmSqm 171.67Cum 0.04Sqm 1.89Sqm 4.00Sqm 4.00Cum 0.20a) Ground Floor MT 2.76b) First Floor MT 2.97c) 2nd Floor MT 2.97d) 3rd Floor MT 0.2621Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100mm x58mm x 1.9mm )Nos 4.00110
222324F25262728293031Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws. 225 mm long x 10mm diaboltAnodised alim<strong>in</strong>ium D-type handle of approved quality manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to I.S. specification (I.S. 230/72) fitted and fixed complete. 125 mm grip X 12 mmdia rodSupply<strong>in</strong>g Godrej Mortice lock Chromium plated with Latch and keys four level <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>gand fix<strong>in</strong>g completeFINISHINGRender<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approved makeand brand (1.5mm thick)Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly, complete as permanufacturer's specification and as per direction of the EIC.In Ground Floor:(a) One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as per direction of EIC to be applied over acrylicprimer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidentalcharges but exclud<strong>in</strong>g the cost of primer.Ground FloorTwo coats.Apply<strong>in</strong>g Interior grade acrylic primer, hav<strong>in</strong>g low VOC (Volatile Organic Compound ) content,of approved quality and brand on plastered or concrete surface old or new surface to receiveDistemper/Acrylic emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. One coat. Solventbased <strong>in</strong>terior grade Acrylic primerApply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t, hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than50 grams/ liter, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong><strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty.Two coats. Luxury qualityPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile Organic Compound)of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>g us<strong>in</strong>gof approved putty etc. on the surface if necessary.Two coats(with any shade except white) with super glossPrim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g low VOC(Volatile Organic Compound) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sandNos 1.00Nos 2.00Nos 1.00Sqm 228.01Sqm 54.75Sqm 54.75Sqm 228.01Sqm 228.01Sqm 501.56Sqm 3.78111
32G3334paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new (by the application of 2coats of slurry prepared with latex of approved brand, water and cement <strong>in</strong> the proportion of (lPWCEMENT 1:4:6) by volume, with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 hrs. to 14 hrs between the 2layers lay<strong>in</strong>g 20 mm thk. and sand and cement consolidated plaster 1:4 admixed with plastocretesuper of approved brand 0.2 % by wt. of cement, lay<strong>in</strong>g flat 1st class brick bats per brick over themortar keep<strong>in</strong>g a gap of 10-20 mm between 2 bats fill<strong>in</strong>g the vertical jo<strong>in</strong>ts with the a<strong>for</strong>esaidmortar, provid<strong>in</strong>g a 2nd layer 20 mm thk. sand and cement plaster 1:4 admixed with plastocretesuper as above over the brick layer, the top surface of the treatment should be checkered toprovide the antistrip property. By Bricks (cement 25.66 kg / sqm)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>g socket,reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes, mak<strong>in</strong>gthreads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gs asrequired, jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any position aboveground. For exposed work. PVC pipes 100 mm dia P.V.C. pipeSqm 497.78Sq.m 13.25meter 16.00Schedule of Quantities <strong>for</strong> Watch Tower (Electrical Works) at Jagannath Ghat, <strong>Digha</strong>SL.NO.RATEDESCRIPTION UNIT IN FIGUREIN WORDINTERNAL ELECTRICAL WORKSQUANTITYAMOUNT(Rs.)A SUB-HEAD - A : INTERNAL WIRING1 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 112 Supply & Fix<strong>in</strong>g EI danger board on wall. 20 cm x 30 cm (8"x12") Each 13Supply & fix<strong>in</strong>g 250V 15A flush type plug socket with 15A piano key type switch (Anchor make)switch on sheet metal box with Bakelite top cover and earth<strong>in</strong>g attachment <strong>in</strong>cl. S&F sheet metalbox of size 175 mm X 100 mm (16 SWG) with 3 mm thick Bakelite top cover.Each 2112
Supply<strong>in</strong>g & Fix<strong>in</strong>g sheet metal <strong>in</strong>spection box (16 SWG) of the follow<strong>in</strong>g sixes flushed <strong>in</strong> wall4 by hous<strong>in</strong>g the same after cutt<strong>in</strong>g brick wall by Electric operated cutt<strong>in</strong>g mach<strong>in</strong>e <strong>in</strong>cl. mark<strong>in</strong>gearth<strong>in</strong>g attachment, pa<strong>in</strong>t<strong>in</strong>g and mend<strong>in</strong>g good damages of build<strong>in</strong>g works.a) 150 mm X 100 mm X 65 mm Each 4b) 175 mm X 100 mm X 65 mm Each 15Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to light / fan / call bell po<strong>in</strong>ts with Piano key type switch(Anchor make) fixed on sheet metal (16SWG) switch board with bakelite / perspex (wallmatch<strong>in</strong>g colour) top cover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>alf<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC. Average run 6 mtr Po<strong>in</strong>t 867Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to 250V 5A 3p<strong>in</strong> plug po<strong>in</strong>t <strong>in</strong>cl. S & F 250V 5A 3p<strong>in</strong> flushtype plug socket & piano key type switch (Anchor make) <strong>in</strong>cl. S & F earth cont<strong>in</strong>uity wire, fixedon sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>g colour) top cover(3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC. On board Po<strong>in</strong>t 2Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. Connection as required.2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 808 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsLay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages andpa<strong>in</strong>t<strong>in</strong>g9 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonary trench<strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 core10 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables. For 2 core, upto 4 sqmm11 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials. 2 core4 sqmm cable12 GI Pipe ProtectionRM 60RM 2.5Each 6Set 6113
Supply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as required. 50 mm diameter 313Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,meter 65con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 (Part - I) as per electrical specification. 2C, 4 sqmm.14Carbon dioxide type fire ext<strong>in</strong>guisher (con<strong>for</strong>m<strong>in</strong>g to I.S 2876) with cyl<strong>in</strong>der fully charged tocapacity of 9 litresEach 115First aid box as approved St. John Ambulance / Fire Brigade / Indian Red Cross, confirm<strong>in</strong>g to IS2217-1963.Set 11624 gauge sheet steel round bottom fire bucket with sand of suitable capacity with fire red pa<strong>in</strong>tand written with white pa<strong>in</strong>t Fire and mounted on M.S angle Iron bracket of size 50mm. x 50mm. Each 2x 6mm. thick and 500mm. long, <strong>in</strong>clud<strong>in</strong>g grout<strong>in</strong>g on wall etc. as required.17 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mtrs. long and 1 x 4 SWG GI (Hot Dip)wire (4 Mtrs. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground leveland partly above ground level driven to an average depth of 3.65 Mts. below the ground level &restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 318Extra <strong>for</strong> provid<strong>in</strong>g masonary enclosure on the top of the earth electrode of overall size 86.36 cmx 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cmwidth duly plastered with cement mortar (<strong>in</strong>side) CIh<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 cm x Item 335.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm dia holes onthe GI pipe19 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 320 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete with GI Mtr. 0.6bolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required21 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipment's to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as below onwall/floor with staples buried <strong>in</strong>side wall/floor as required and mak<strong>in</strong>g connection toe equipments Mtr. 80with bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damages. No. 8 SWG22Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of verticalconductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.Each 3114
23 Schedule of rates <strong>for</strong> <strong>in</strong>stallation of Lightn<strong>in</strong>g ConductorS & F Lightn<strong>in</strong>g conductor Air-term<strong>in</strong>als made of 15 mm dia 1500mm long GI pipe (ISI Medium)hav<strong>in</strong>g five prongs of 4 SWG GI (Hot Dip) wire at top with 85 mm dia 6 mm thick GI base plateat bottom <strong>in</strong>cl. necessary holes etc. duly grouted on the parapet etc.<strong>in</strong> CC mortar (4:2:1)242526272829B3031Hir<strong>in</strong>g charges <strong>for</strong> scaffold<strong>in</strong>g arrangement <strong>in</strong>clud<strong>in</strong>g dismantl<strong>in</strong>g at the end of work and carriage,<strong>for</strong> LC <strong>in</strong>stallation, per storey of build<strong>in</strong>g per vertical runEach 1storey/verticalrunHir<strong>in</strong>g charges <strong>for</strong> scaffold<strong>in</strong>g arrangement <strong>in</strong>clud<strong>in</strong>g dismantl<strong>in</strong>g at the end of work and carriage,<strong>for</strong> LC <strong>in</strong>stallation of overhead reservoir (vertical run)Mtr. 3Supply & fix<strong>in</strong>g GI (Hot Dip) strips 20 mm x 3 mm thick <strong>for</strong> horizontal run on the Parapet / Roof/ Wall with GI Saddles 1100mm apart <strong>in</strong>cl. mend<strong>in</strong>g good the damages to build<strong>in</strong>g worksMtr. 30Supply & fix<strong>in</strong>g of GI (Hot Dip) strips 20 mm x 3 mm thick <strong>for</strong> vertical run on wall with GIsaddles spaced not exceed<strong>in</strong>g 1000mm apart <strong>in</strong>cl. mend<strong>in</strong>g good damages to build<strong>in</strong>g workMtr. 15Mak<strong>in</strong>g soldered jo<strong>in</strong>ts between conductor / conductor & air term<strong>in</strong>als by 7/10 stranded GI (HotDip) wire <strong>in</strong>cl. supply of jo<strong>in</strong>t<strong>in</strong>g materials & pa<strong>in</strong>t<strong>in</strong>g with 2 (two) coats of Bitum<strong>in</strong>ous pa<strong>in</strong>tMtr. 1Mak<strong>in</strong>g soldered jo<strong>in</strong>ts between conductor / down pipes / other metallic objects by 7/10 strandedGI (Hot Dip) wire <strong>in</strong>cl. supply of jo<strong>in</strong>t<strong>in</strong>g materials & pa<strong>in</strong>t<strong>in</strong>g with 2 (two) coats of Bitum<strong>in</strong>ous Mtr. 1pa<strong>in</strong>tSUB-HEAD - B : DISTRIBUTION BOARD AND CONTROL PANELSupply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachment.Legrand2+6 way Enclosure (607711), 40A DP Isolator, 6 no. SP MCB Each 1Supply<strong>in</strong>g and fix<strong>in</strong>g sheet metal (16SWG) Iron Clad Busbar chambers on angle iron frame onwall <strong>in</strong>cl. earth<strong>in</strong>g attachment and pa<strong>in</strong>t<strong>in</strong>g as required - (as per draw<strong>in</strong>g no. 470 of PWDspecification book - May 1991).4 bars, 500V, 63ADimension of Al bars [85mm long] : 4 x 20 x 5 mmDimension of sheet metal box :500 x 150 mmSet 132 Supply<strong>in</strong>g and fix<strong>in</strong>g Iron Clad ma<strong>in</strong> switches on flat iron frame on wall.a) 15/16A (Jai Champion) - 250V DP with fuse on L&N. Set 1b) 15/16A (BPC) - 500V TPN with fuse on L&N. Set 1c) 30/32A (BPC) - 250V DP with fuse on L&N. Set 1d) 30/32A (BPC) - 500V TPN with fuse on L&N. Set 1C SUB-HEAD - C : INSTALLATION OF FIXTURES3115
33343536D3738Supply<strong>in</strong>g & Fix<strong>in</strong>g bulkhead light fitt<strong>in</strong>g (Bajaj make) on wall / ceil<strong>in</strong>g <strong>in</strong>cl. S & F suitable 100watts lamp complete with glass wire-guard and holderEach 2Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall / ceil<strong>in</strong>gwith ceil<strong>in</strong>g plates, nipples as required.Each 2Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No. 20mm dia EI conduit (14 SWG) supports fixed with MS clamp of two piece type with the truss andconnected with the suitable size of bolts and nuts <strong>in</strong>cl. S&F EI conduit, 9mm thick and 40mmwith MS sheet flat suitable <strong>for</strong> beam hav<strong>in</strong>g flange up to 150 mm wide (as per PWD specification)and connect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and pa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 4Fix<strong>in</strong>g only flood light fitt<strong>in</strong>gs on top of masonary structure by 3 Nos. 10 mm dia x 87 mm longrag bolts , nuts & double washers complete either 37 mm x 10 mm MS flat support / or by other Each 3means as required.SUB-HEAD - D : SUPPLY OF FIXTURESupply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with allnecessary accessories etc complete.( similar type : Philips make type no. TMS022 1xT5-28W Each 6HFB with Lamp 1xT5 28W.)Supply of Flood light fitt<strong>in</strong>gs ( similar type : Philips make type no. SWF331 1xSONT250W Swith Lamp 1xSONT250W )Each 3.00Schedule of Quantities <strong>for</strong> External Works at Jagannath Ghat, <strong>Digha</strong>RATESL.IN WORDDESCRIPTION UNIT IN FIGURENO.QUANTITYA LAND DEVELOPMENT FOR LANDSCAPINGEarthwork <strong>in</strong> fill<strong>in</strong>g, <strong>in</strong> compound, tank, lowland, ditches, etc. with good earth <strong>in</strong> layers not1exceed<strong>in</strong>g 150 mm <strong>in</strong>clud<strong>in</strong>g break<strong>in</strong>g clods and consolidat<strong>in</strong>g the same by ramm<strong>in</strong>g anddress<strong>in</strong>g completely. With carried earth arranged by the contractor with<strong>in</strong> a radius of 5 Km butCUM 130not exceed<strong>in</strong>g 10 Km <strong>in</strong>clud<strong>in</strong>g cost of carried earth2Surface dress<strong>in</strong>g of ground <strong>in</strong> any k<strong>in</strong>d of soil <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g of vegetation <strong>in</strong>equalities notexceed<strong>in</strong>g 15 cm depth and disposal of the rubbishSQM 5500B WATER DISTRIBUTION SYSTEMEarth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides and3ramm<strong>in</strong>g of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal ofsurplus excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50mDepth of foundation upto 1500 mm Cum 4504 Earth work <strong>in</strong> fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150AMOUNT(Rs.)116
mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work)a With earth obta<strong>in</strong>ed from excavation of foundation Cum 4285Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g G.I.pipes of TATA make with all necessary accessories, specials viz.socket, bend, tee, union, cross, elbow, nipple, long screw, reduc<strong>in</strong>g socket, reduc<strong>in</strong>g tee, shortpipe etc.fitted with holder boats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes mak<strong>in</strong>g threads, fitt<strong>in</strong>g, fix<strong>in</strong>getc.complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gs as required, jo<strong>in</strong>t<strong>in</strong>g materials& two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any position above ground.(Payment will bemade on the centre l<strong>in</strong>e mearsements of total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials No separatepayment will be made <strong>for</strong> accessories, specials).a 40 mm dia nom<strong>in</strong>al bore meter 420b 20 mm dia nom<strong>in</strong>al bore meter 286Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g gunmetal wheel valve of approved brand & make tested to 21kg. Persq.cm.a 40 mm dia nom<strong>in</strong>al bore EACH 4b 20 mm dia nom<strong>in</strong>al bore EACH 147Construction Inspection pit of <strong>in</strong>side measurement 600mm X600mm X upto 600mm (depth)with 250mm thick 1st class brick work <strong>in</strong> cement morter (1:4) on all sides bottom of the pitconsist<strong>in</strong>g of 100mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brickflat sol<strong>in</strong>g , 15 mm thick (1:4) cement plaster to <strong>in</strong>side walls and out side walls upto G.L. and 20mm. thick (1:4) plaster to bottom of pit, provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete (1:3:6)with stone chips as per direction, neat cement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surfaces, top of the pitcovered with 100 mm thick RCC slab (1:1.5:3) stone chips and necessary re<strong>in</strong><strong>for</strong>cements uptoEACH 41% and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6 mm thick cement plaster (1:4) <strong>in</strong> all external surfaces of the slaband one 560 mm dia RCC manhole cover of approved make supplied, fitted and fixed <strong>in</strong> the slabwith necessary fitt<strong>in</strong>gs, necessary earthwork <strong>in</strong> excavation <strong>in</strong> all sorts of soil, fill<strong>in</strong>g sides of thepit with earth and remov<strong>in</strong>g spoils after work complete <strong>in</strong> all respect with all costs of labour andmaterials.C PATHWAYS FOR LANDSCAPING8Earth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides andramm<strong>in</strong>g of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal ofsurplus excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50mCUM 1309Depth upto 1500 mmEarth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete. (Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work)a With earth obta<strong>in</strong>ed from excavation of foundation CUM 5210 Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. As directed and CUM 68117
consolidat<strong>in</strong>g same by thorough saturation with water ramm<strong>in</strong>g complete. Includ<strong>in</strong>g the cost ofsupply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)Brick sol<strong>in</strong>g with picked jhama bricks <strong>in</strong>clud<strong>in</strong>g preparation of bed as necessary with brick11 jo<strong>in</strong>ts properly filled <strong>in</strong> & packed with powdered earth <strong>in</strong>clud<strong>in</strong>g necessary cushion of similarmaterial below the sol<strong>in</strong>g complete as per directionDouble brick flat sol<strong>in</strong>g (thickness 150 mm) SQM 4512Ord<strong>in</strong>ary Cement Concrete mix (1:1.5:3) with graded Stone Chips (20 mm nom<strong>in</strong>al size)exclud<strong>in</strong>g shutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if anyCUM 713 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6). Upto pl<strong>in</strong>th Cum 2914125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors. Uptopl<strong>in</strong>thSQM 515Provid<strong>in</strong>g and lay<strong>in</strong>g 60 mm thick factory made cement concrete <strong>in</strong>terlock<strong>in</strong>g paver block of M -30 grade made by block mak<strong>in</strong>g mach<strong>in</strong>e with strong vibratory compaction, of approved size,design & shape, laid <strong>in</strong> required colour and pattern over and <strong>in</strong>clud<strong>in</strong>g 50mm thick compactedbed of coarse sand, fill<strong>in</strong>g the jo<strong>in</strong>ts with f<strong>in</strong>e sand etc. all complete as per the direction ofEng<strong>in</strong>eer-<strong>in</strong>-charge.SQM 45016 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 517M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grill weigh<strong>in</strong>g MT 1above 10 Kg / sqm and up to 16 Kg / sqm. Ground FloorD EXTERNAL SEWERAGEEarthwork <strong>in</strong> excavation <strong>in</strong> dra<strong>in</strong>s and other structures <strong>in</strong> all sorts of soil or loose material18<strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g surplus spoils and debris to a maximum lead of 100m <strong>in</strong>clud<strong>in</strong>g bail<strong>in</strong>g out<strong>in</strong>g manually or by pumps as per specification and draw<strong>in</strong>g and as directed by the Eng<strong>in</strong>eer.(Trench shall be kept dry by dewater<strong>in</strong>g and removal of slush)a Depth of excavation not exceed<strong>in</strong>g 1.5 m below G.L CUM 3619Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work)a With earth obta<strong>in</strong>ed from excavation of foundation CUM 4120Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g with cement jo<strong>in</strong>t<strong>in</strong>g (3:1) salt glazed stoneware pipe <strong>in</strong>clud<strong>in</strong>gexcavation of earth upto 1.50 meter depth <strong>in</strong> all sorts of soil both mixed or unmixed and refill<strong>in</strong>ga 150 mm meter 4521Construction of <strong>in</strong>spection pit of <strong>in</strong>side measurements 600x600x600 mm depth with 250mm thk.1st class brickwork <strong>in</strong> cement mortar 1:4 on all sides , bottom of pit consists of 100 mm thk.Cement concrete 1:3:6 with stone chips over a layer of jhama bricks flat sol<strong>in</strong>g , 15mm thk.EACH 5118
(1:4) cement plaster to <strong>in</strong>side walls and outside upto gl and 20 mm thk. 1:4 plaster <strong>in</strong> bottom ofthe pit , provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete 1:3:6 with stone chips as per direction ,neat cement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surface , top of the pit cover with 100mm thk. RCC slab(1:1.5:3) with stone chips and necessary re<strong>in</strong><strong>for</strong>cements upto 1% and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6mmthk. cement plaster 1:4 on all external surfaces of the slab and one 560 mm dia rcc manholecover of approved make supplied , fitted and fixed <strong>in</strong> the slab with necessary fitt<strong>in</strong>gs , necessaryearthwork <strong>in</strong> excavation <strong>in</strong> allsorts of soil , fill<strong>in</strong>g sides of the pit with earth and remov<strong>in</strong>g soiland work complete <strong>in</strong> all respect with all cost of labour and materials. With pakur variety.Construction of septic tank of different capacities as per approved draw<strong>in</strong>g with 1st class brickwork <strong>in</strong> cement mortar (1:4) <strong>in</strong>clud<strong>in</strong>g two 560 mm dia. RCC manhole cover (heavy type) ofapproved make supplied, fitted and fixed <strong>in</strong> the 100mm thick RCC (1:1.5:3) top slab withnecessary fitt<strong>in</strong>gs, 20mm thick cement plaster (4:1) with neat cement f<strong>in</strong>ish to the <strong>in</strong>ternalsurface and 15mm thick cement plaster (4:1) to out side wall up to 200 mm bellow G.L. floorf<strong>in</strong>ished with 25 mm thick grey artificial stone over 100 mm thick RCC (1:1.5:3) bottom slab22<strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g all necessary special, fitt<strong>in</strong>g, S.W. tees, C.I. foot rest etc.<strong>in</strong>clud<strong>in</strong>g excavation earth <strong>in</strong> all sorts of soil, shor<strong>in</strong>g, bail<strong>in</strong>g out and pump<strong>in</strong>g out water asnecessary, ramm<strong>in</strong>g, dress<strong>in</strong>g the bed and fell<strong>in</strong>g the sides of the tanks with earth remov<strong>in</strong>gspoils, fill<strong>in</strong>g up chamber with water, remov<strong>in</strong>g <strong>for</strong>eign materials from the chamber and<strong>in</strong>clud<strong>in</strong>g construct<strong>in</strong>g attacherd <strong>in</strong>spection piot as per approved draw<strong>in</strong>g and connect<strong>in</strong>g allnecessary pipes, jo<strong>in</strong>ts etc. with <strong>in</strong>ternal plaster work and artificial stone floor<strong>in</strong>g is to done withadmixture of water proof<strong>in</strong>g compound @ 0.5 % by weight of cvement with all costs of labourand material.a For 50 user EACH 123Construction of circular soak well 2.5m dep <strong>in</strong> all types of sandy soils with dry brick work upto1.6m the bottom hav<strong>in</strong>g 150mm <strong>in</strong>termediate cement brick (1:4) band all round cement brickwork (1:4)band all round & cenent brick work (1:4) upto 0.90m. From top with 20mm thickcement plaster<strong>in</strong>g (1:4) to plaster (1:4) on puter face from top of the well upto g.l. & 6mm thickcement plaster (1:4) on top of the r.c.c. Cover slab <strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g bottom 1.0m of <strong>in</strong>side of thewell with brick metal (50mm to 63mm size) <strong>in</strong>clud<strong>in</strong>g R.C.C cover slab of 100mm thick withcement concrete (1:1.5:3) with stone chips with necessary re<strong>in</strong><strong>for</strong>cement & shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>gEACH 1one 560 mm dia R.C.C. manhole cover slab withmecessary fitt<strong>in</strong>gs mak<strong>in</strong>g necessaryarrangements <strong>for</strong> pipe connections excavatrions of well <strong>in</strong>clud<strong>in</strong>g shor<strong>in</strong>g dewater<strong>in</strong>g &remov<strong>in</strong>g the exess earth from the premises as per direction complete <strong>in</strong> all respect with all costsof labour & materials with 250 mm thick dry brick work & 250 mm thick cement brick work(6:1) & 1.00 m <strong>in</strong>side diaE EXTERNAL ELECTRICAL24 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 9025 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsa) Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>g RM 5119
attachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necessary mend<strong>in</strong>g gooddamages and pa<strong>in</strong>t<strong>in</strong>gb)Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages RM 10and pa<strong>in</strong>t<strong>in</strong>g26 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonarytrench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 1527 Lay<strong>in</strong>g through Underground Trencha)Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre,<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil,RM 600level<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammedb)Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal), the trench size : 680 mm x 760mm average depth, with brick protection on the topof each cable8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator RM 400between the bricks and cables and also trench to be filled up with shifted soil, levell<strong>in</strong>g up andrestor<strong>in</strong>g surface duly rammedc)Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables RM 200<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed28 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubberr<strong>in</strong>g <strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 core, upto 4 sqmm Each 40b) For 4 core, upto 4 sqmm Each 28029 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl.supply<strong>in</strong>g and fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>gmaterials :a) 2 core 4 sqmm cable Set 40b) 4 core 4 sqmm cable Set 28030 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as requireda) 50 mm dia metre 5b) 100 mm dia metre 5120
Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy duty31 XLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 (Part-I) as per electrical specification.a) 2C, 4 sqmm RM 210b) 4C, 4 sqmm RM 103032Supply<strong>in</strong>g & fix<strong>in</strong>g CI water proof loop<strong>in</strong>g cable box hav<strong>in</strong>g CI top cover of 4mm thick withrubber gasket l<strong>in</strong><strong>in</strong>g, railway type mechanical lock<strong>in</strong>g arrangement, earth<strong>in</strong>g term<strong>in</strong>al with lugetc. of the follow<strong>in</strong>g sizes complete with suitable size Al bus bars with holes (<strong>for</strong> phase, N & E)fixed on Bakelite / hard rubber <strong>in</strong>sulator over the MS welded chairs, hous<strong>in</strong>g the same 450mmabove ground with 25mm x 6mm thick angle iron frame / legs on CC muff<strong>in</strong>g (6:3:1) <strong>in</strong>cl.pa<strong>in</strong>t<strong>in</strong>g, mak<strong>in</strong>g connection complete etc.300 mm x 200 mm x 65 mm Set 9033Supply and <strong>in</strong>stallation of local earth<strong>in</strong>g station <strong>for</strong> external light<strong>in</strong>g system etc. with 16mm dia.,2.0 m long G.I. rod with double nuts and washer driven below the ground level and mak<strong>in</strong>g Set 90connection with 8 SWG G.I. Wire from earth<strong>in</strong>g station to JB.ELECTRICAL DISTRIBUTION BOARD AND CONTROL PANEL34Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g way prewired vertical type TP&N MCB distribution board ofsteel sheet <strong>for</strong> 415 volts on surface/recess complete with loose wire box of sheet steel, dustprotected, duly powder pa<strong>in</strong>ted, <strong>in</strong>clusive of 200 amps t<strong>in</strong>ned copper bus bar, common neutrall<strong>in</strong>k, earth bar, d<strong>in</strong> bar <strong>for</strong> mount<strong>in</strong>g MCB's, term<strong>in</strong>al connectors <strong>for</strong> all <strong>in</strong>com<strong>in</strong>g and outgo<strong>in</strong>gcircuits, duly prewired with adequate size of FR PVC <strong>in</strong>sulated copper conductor upto theterm<strong>in</strong>al connector/ neutral l<strong>in</strong>k, earth<strong>in</strong>g etc as required (But without MCB/ RCCB/ Isolator).(Note : Prewired vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way Double door Each 135Supply<strong>in</strong>g and fix<strong>in</strong>g 5 amps to 32 amps rat<strong>in</strong>g, 240/415 volts, "C" curve, m<strong>in</strong>iature circuitbreaker suitable <strong>for</strong> <strong>in</strong>ductive load of follow<strong>in</strong>g poles <strong>in</strong> the exist<strong>in</strong>g MCB DB complete withconnections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.Triple pole Each 436Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g rat<strong>in</strong>g, four pole, 415 volts, isolator <strong>in</strong> the exist<strong>in</strong>g MCB DBcomplete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.40 amps Each 137Supply<strong>in</strong>g and fix<strong>in</strong>g s<strong>in</strong>gle pole blank<strong>in</strong>g plate <strong>in</strong> the exist<strong>in</strong>g MCB DB complete etc. asrequired.Each 4ELECTRICAL INSTALLATION OF FIXTURES38 Fix<strong>in</strong>g of outdoor type Bollard light (<strong>in</strong>clud<strong>in</strong>g base foundation & mak<strong>in</strong>g connection) Each 90ELECTRICAL SUPPLY OF FIXTURE39Supply of outdoor type Bollard light fitt<strong>in</strong>gs (similar type : Philips make type no. FGC1001xPLS9W with Lamp 1xPLS9W)Each 9040 Supply, <strong>in</strong>stallation, test<strong>in</strong>g all complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g pole, FB, bracket & bracket Set 5121
arm, lantern, lamp, control gear, all fitt<strong>in</strong>gs and fixtures, etc. Decorative Lamp Posts with LEDlamp fitt<strong>in</strong>gs. Model is 4 meter Alexander pole with Borage lantern with 36 Watt LED lamp ofBajaj Light<strong>in</strong>g Cataloge or equivalentF HORTICULTURE41Plant<strong>in</strong>g and grow<strong>in</strong>g of follow<strong>in</strong>g trees / plants / hedges as per design and draw<strong>in</strong>g of 0.5 to 1mheight <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and all other ma<strong>in</strong>tenance of one yeara) Pennisetum macrostachyum var No 1200b) Cocos nucifera - local variety (medium size tree) No 12042Grass<strong>in</strong>g with selection No.1 grass <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ma<strong>in</strong>tenance of the lawn <strong>for</strong> 30 daysor more till the grass <strong>for</strong>ms a thick lawn, free from weeds and fit <strong>for</strong> mow<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g %Sqm 55good earth, if needed (the good earth shall be paid <strong>for</strong> separately)43Good Earth fill<strong>in</strong>g (area mentioned below) Supply<strong>in</strong>g and stack<strong>in</strong>g of sweet earth at site<strong>in</strong>clud<strong>in</strong>g royalty and carriage up to 1 km. (earth measured <strong>in</strong> stacks will be reduced by 20 % <strong>for</strong> Cum 883payment)44Preparation of beds <strong>for</strong> hedg<strong>in</strong>g and shrubbery by excavat<strong>in</strong>g 60 cm deep and trench<strong>in</strong>g theexcavated base to a further depth of 30 cm, refill<strong>in</strong>g the excavated earth after break<strong>in</strong>g clods andmix<strong>in</strong>g with sludge or manure <strong>in</strong> the ratio of 8:1 (8 parts of stacked volume of earth afterreduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),flood<strong>in</strong>g with water, fill<strong>in</strong>g with earth if necessary, water<strong>in</strong>g and f<strong>in</strong>ally f<strong>in</strong>e dress<strong>in</strong>g, level<strong>in</strong>getc. <strong>in</strong>clud<strong>in</strong>g stack<strong>in</strong>g and disposal of materials declared unserviceable and surplus earth byspread<strong>in</strong>g and level<strong>in</strong>g as directed, with<strong>in</strong> a lead of 50 m, lift up to 1.5 m complete (cost ofsludge, manure or extra earth to be paid <strong>for</strong> separately).Cum 4000Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 1 (Civil Works) at Kshanika GhatSL.NO.A1RATEIN WORDDESCRIPTION UNIT INI FIGURECivil WorksEARTHWORKEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixedsoil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g,spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches.levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completeQUANTITYa) Depth of foundation upto 1500 mm Cum 716.92b) Depth of foundation 1500 mm to 3000 mm Cum 326.87AMOUNT(Rs.)2 Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150122
mm <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete. (Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work)a) With earth obta<strong>in</strong>ed from excavation of foundation. Cum 903.64b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3 km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 327.683Hire & Labour charges <strong>for</strong> shor<strong>in</strong>g work (<strong>in</strong>clud<strong>in</strong>g necessary close plank wall<strong>in</strong>g, fram<strong>in</strong>gEucalyptus / Jhou bulla pill<strong>in</strong>g shutter<strong>in</strong>g etc.) complete as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>charge<strong>for</strong> foundation excavation (vertical surface are <strong>in</strong> contact with supported earth is to bemeasured)a) Depth upto 1.5 m sqm 25b) For additional depth beyond 1.5 m & upto 3.00 m sqm 454 Pre-constructional antitermite measures(a)Anti termite treatment to bottom surface ( <strong>in</strong> case of masonry foundation and basements) and thesides (upto aheight of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admix<strong>in</strong>gchloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5Litres per Sq.M area. The work shall be carried out as per specification described <strong>in</strong> 6.2.1. ofcode IS-6313 (part -II) 1981. (Mode of measurement will be the plan area of foundation treated.)Sqm 855.15(b)(c)5B6Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates ( 1% concentration)with water by weight at the rate of 5 Litres per Sq.M of the surface be<strong>for</strong>e sand bed or sub-gradeis laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be madewith 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with thechemical emulsion. The work shall be carried out as per specification described <strong>in</strong> para 6.4 ofcode IS:6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>thtreated.)Sqm 147.00Pre-constructional antitermite measuresTreatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 lts perSqm 200.00sqm of the vertical surface of the substructure of each side of the foundation.Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g completeexceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost Cum 327.68of supply of sand. (Payment to be madeon measurement of f<strong>in</strong>ished quantity)CEMENT CONCRETE WORKOrd<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relavant IS codePakur variety Cum 198.51123
Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size ) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevantspecial publications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g ofconcrete cubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge. Consumption of cement will not be less7 than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actualconsumption will be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix foumula. In groundfloor and foundation.[us<strong>in</strong>g concrete mixture]M 25 Gradea) upto pl<strong>in</strong>th Cum 142.96b) Ground Floor Cum 206.31c) 1st Floor Cum 224.56d) Above 1st floor Cum 55.318Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Steel shutter<strong>in</strong>g or 9 to 12 mm thk. Approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.a) upto pl<strong>in</strong>th Sqm 710.72b) Ground Floor Sqm 778.11c) 1st Floor Sqm 787.47d) Above 1st Roof Sqm 250.739Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distributionbars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods , <strong>in</strong>itial straighten<strong>in</strong>g and removal of looserust (if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong> M.T. 77.89proper position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, complete asper draw<strong>in</strong>g and direction.Tor steel / Mild steelC BRICKWORK10S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sandSqm 1,323.4211 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) upto pl<strong>in</strong>th Cum 21.04b) Ground Floor Cum 104.16c) 1st Floor Cum 104.16d) Above 1st floor & Roof Cum 10.53124
12 125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors.a) Ground Floor Sqm 235.92b) 1st Floor Sqm 150.42c) Above 1st floor & Roof Sqm 201.90D13PLASTERINGPlaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of of concrete surface ,<strong>in</strong>clud<strong>in</strong>g throat<strong>in</strong>g , nos<strong>in</strong>g and drip course where necessarya) 20 mm thick plaster (External) 1:6i) Ground floor Sqm 501.79ii) 1st floor Sqm 416.64iii) Above 1st floor & Roof Sqm 471.37b) 15 mm thick plaster (Internal) 1:6i) Ground floor Sqm 888.48ii) 1st floor Sqm 717.48iii) Above 1st floor & Roof Sqm 37.92c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4i) Ground floor Sqm 779.87ii) 1st floor Sqm 901.54iii) Above 1st floor & Roof Sqm 268.31E FLOORINGSupply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than600 mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar (1:4)and 2 mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91 Kg / SqM or us<strong>in</strong>gpolymerised adhesive (6 mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor /Mosaic etc without any back<strong>in</strong>g course) laid after application slurry us<strong>in</strong>g 1.75kg of cement per14sqm below mortar only, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>g pigment tomatch with colour of tiles / epoxy grout materials of approved make as directed & removal ofwax coat<strong>in</strong>g of top surface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft & dry clothupto mirror f<strong>in</strong>ish complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other <strong>in</strong>cidentalcharges complete true to the manufacturer's specification and direction of Eng<strong>in</strong>eer-<strong>in</strong>-Charge.(white cement, synthetic adhesive and grout material to be supplied by contractor)Light ColourWith application slurry @1.75kg./Sqm. 20mm sand cement mortar (1:4) & 2mm thick cementslurry at back side of tiles, 0.2kg./Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentSqm 1654.78815 Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish antiskid <strong>in</strong> floors with Sqm 45.30125
cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles us<strong>in</strong>gcement @2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/Sqm (Coloureddecorative). Area of each tile above 0.09 Sqm16Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish <strong>in</strong> walls with cement sandmortar (1:3) 15mm thk and cement slurry 2 mm thk. At back side of tiles us<strong>in</strong>g cement @2.91kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/Sqm (Coloured decorative). AreaSqm 78.20of each tile above 0.09 SqmF DOOR / WINDOWS17Wood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at thecontact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp. Sisu, Cum 0.35Gamar, Champ, Badam, Bhola, Mogra, Hallak.18Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fittedwith 37.5mm wide battens placed both ways <strong>in</strong> order to makke the door of solid core and<strong>in</strong>ternal lipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phnol <strong>for</strong>maldehyde as glue etc. Sqm 18.06complete <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and otherfitt<strong>in</strong>gs.35 mm thick shutters ( s<strong>in</strong>gle leaf)19Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g <strong>in</strong> position Alum<strong>in</strong>ium glazed casement w<strong>in</strong>dows and casement cumfixed w<strong>in</strong>dows, skylights ventilators with 4 mm thick clear float glass <strong>in</strong> natural mat f<strong>in</strong>ishanodised (15 - 18 micron) alum<strong>in</strong>ium section (Indal or similar approved) of series 40 ofalum<strong>in</strong>ium alloy extrusions con<strong>for</strong>m<strong>in</strong>g to IS:733 - 1983 & IS:1285 - 1975 and con<strong>for</strong>m<strong>in</strong>g toIS:1868 - 1983 <strong>for</strong> fabrication of composite w<strong>in</strong>dows, jo<strong>in</strong>ted crimped with sta<strong>in</strong>less steel Sqm 14.40friction stay, handles, locks, glaz<strong>in</strong>g clips, EPDM gasket, weather pile <strong>in</strong> frame grooves, nickelchrome plated fix<strong>in</strong>g screws (GKW make or equivalent) all of approved make <strong>in</strong>clud<strong>in</strong>g allmaterials and labour as per draw<strong>in</strong>gs, direction of the Eng<strong>in</strong>eer In Charge and specificationscomplete <strong>in</strong>clud<strong>in</strong>g all accessories. etc.20 Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS 2835-19874 mm thick clear glass Sqm 34.4021Wood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted andfixed complete (<strong>for</strong> purpose of payment section will be measured <strong>in</strong> the square).Cum 0.26(a) Hallak22M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>iously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs (i)Grillweigh<strong>in</strong>g above 10 Kg /sq.mtr and up to16 Kg./sq.mtr .a) Ground Floor Qntl 6.95b) First Floor Qntl 2.2723Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100 mm x58 mm x 1.9 mm)Nos 224.00126
2425G262728Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS: 204/74 fitted and fixed with cadmium plated screws:225 mm long x 10 mm dia bolt Nos 56.00Supply<strong>in</strong>g Godrej Mortice lock Chromium plated with Latch and keys four level <strong>in</strong>clud<strong>in</strong>gfitt<strong>in</strong>g and fix<strong>in</strong>g completeNos 56.00FINISHINGRender<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approved makeand brand (1.5mm thick)Sqm 3,593.60Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface throughly, complete as permanufacturer's specification and as per direction of the EIC.Sqm 1,388.80In Ground Floor:(a) One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as perdirection of EIC to be applied over accrylicprimer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidentalcharges but exclud<strong>in</strong>g the cost of primer.Sqm 1,388.8029303132H33Ground FloorTwo coats.Apply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t, hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than50 grams / litre, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong><strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty.Two coats. Luxury qualityPa<strong>in</strong>rt<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile Organic Compound) of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>gus<strong>in</strong>g of approved putty etc. on the surface if necessary. Two coats (with any shade except white)With super glossPrim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g lowVOC (Volatile Organic Compound ) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces bysand paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new ( by the application of2 coats of slurry prepared with latex of approved brand , water and cement <strong>in</strong> the proportion of (l.PW CEMENT 1:4:6) by volume , with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 hrs. to 14 hrs.Sqm 3,593.60Sqm 101.68Sqm 36.12Sqm 65.56Sq.m 580.00127
etween the 2 layers lay<strong>in</strong>g 20mm thk. and sand and cement consolidated plaster 1:4 admixedwith plastocrete super of approved brand 0.2% by wt. of cement, lay<strong>in</strong>g flat 1st class brick batsper brick over the mortar keep<strong>in</strong>g a gap of 10-20mm between 2 bats fill<strong>in</strong>g the vertical jo<strong>in</strong>tswith the a<strong>for</strong>esaid mortar, provid<strong>in</strong>g a 2nd layer 20mm thk. sand and cement plaster 1:4 admixedwith plastocrete super as above over the brick layer , the top surface of the treatment should becheckered to provide the antistrip property.By Bricks ( cement 25.66 kg/sqm.)Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 1 (Sanitary & Plumb<strong>in</strong>g Works) at Kshanika GhatSL.NO.A1234567RATEIN WORDDESCRIPTION UNIT IN FIGUREINTERNAL SANITARY AND PLUMBING WORKSSUBHEAD “A”:- SANITARY FITTINGS & FIXINGSSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Shallow water closet Indian pattern (I.P.W.C.) of approved make<strong>in</strong> white vitreous ch<strong>in</strong>aware <strong>in</strong> position complete (exclud<strong>in</strong>g cost of concrete <strong>for</strong> fix<strong>in</strong>g)580 mm longSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g E.W.C. <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of approved makecomplete <strong>in</strong> position with necessary bolts, nuts, etc.With 'S' trapSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Closet seat of approved make with lid and C.P h<strong>in</strong>ges, rubberbuffer and brass screws complete. E.W.C.Bestolite (solidtype) whiteSupply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 10 liter PVC low-down cistern con<strong>for</strong>m<strong>in</strong>g to I.S specification withP.V.C. fitt<strong>in</strong>gs complete, C.I. brackets <strong>in</strong>clud<strong>in</strong>g two coats of pa<strong>in</strong>t<strong>in</strong>g to bracket, etc.Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g white vitreous ch<strong>in</strong>a best quality approved make wash bas<strong>in</strong> withC.I. brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitt<strong>in</strong>gs of 32 mm dia. oneapproved quality brass C.P. pillar cock of 15 mm dia., C.P. cha<strong>in</strong> with rubber plug of 30 mmdia. approved quality PVC waste pipe with C.P. nut 32 mm dia. 900 mm long approved qualityPVC connection pipe with heavy brass C.P nut <strong>in</strong>clud<strong>in</strong>g mend<strong>in</strong>g good all damages andpa<strong>in</strong>t<strong>in</strong>g the brackets with two coats of approved pa<strong>in</strong>t. 550mm x 400 mm sizeSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g porcela<strong>in</strong> soap tray of approved makeRecessed soap tray of size150 mm X 150 mmSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Flat back ur<strong>in</strong>al (half stall ur<strong>in</strong>al) <strong>in</strong> white vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position with brass screws on 75 mm X 75 mm X 75 mm wooden blockscomplete.(i) 590 mm X 390 mm X 380 mmQUANTITYSets 2.00Sets 4.00Each 4.00Each 6.00Sets 4.00Sets 4.00each 4.00AMOUNT(Rs.)128
89Supply<strong>in</strong>g , fitt<strong>in</strong>g & fix<strong>in</strong>g 25mm thick marble partition slab with chawk doongri marble squarecut, both sides polished with two front corners rounded & edges polished.Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g ur<strong>in</strong>al flush pipe fitt<strong>in</strong>g of approved brand.C.P. ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs range of oneSqm 1.80mtr 4.0010Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete 600mm X 100mmEach 10.00White vitreous ch<strong>in</strong>aware11Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cockChromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. Each 20.00512 & Model - Tropical / Sumth<strong>in</strong>g Special of ESSCO or similar brand)12Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cockChromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Each 10.00Sumth<strong>in</strong>g Special of ESSCO or similar brand)13 Supply<strong>in</strong>g fitt<strong>in</strong>g fix<strong>in</strong>g Ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs of approved brand Each 4.0014Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand P.V.C CONNECTOR white flexible with both endscoupl<strong>in</strong>g with heavy brass C.P nut, 15mm diaa) 300 mm long Each 8.00b) 450 mm long Each 10.00B SUBHEAD “B”:- TOILET REQUIREMENTS151617Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bevelled edged mirror 5.5 mm thick silver red as per I.S.Ispecifications supported on fibre glass frame of any colour. Frame size 550 mm X 400 mm.Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g liquid soap conta<strong>in</strong>erCromium platedSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g towel rail with two brackets.C.P. over brass25 mm dia 600 mm longSets 8.00Nos. 4.00Nos. 8.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g dome shaped C.P. waste grat<strong>in</strong>g <strong>for</strong> ur<strong>in</strong>als.18Nos. 12.0050 mm19 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g C.I. round grat<strong>in</strong>g 100 mm dia Each 12.00C SUBHEAD “C”:- WATER SUPPLY (INTERNAL & EXTERNAL)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g PVC pipes <strong>for</strong> underground work of approved make (mediumduty) con<strong>for</strong>m<strong>in</strong>g to ASTMD - 1785 and threaded to match with GI pipes as per IS : 1239 (Part20 - I ) with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reduc<strong>in</strong>g socket, reduc<strong>in</strong>g tee, short piece etc. fitted <strong>in</strong>clud<strong>in</strong>g cost of all materials,jo<strong>in</strong>t<strong>in</strong>g materials, cutt<strong>in</strong>g pipes , mak<strong>in</strong>g threads, cutt<strong>in</strong>g trenches upto 1.5 metre below surface129
<strong>in</strong> all sorts of soil and refill<strong>in</strong>g the same as directed complete <strong>in</strong> all respect. (Payment will bemade on the centre l<strong>in</strong>e mesurement of the total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials. No separatepayment will be made <strong>for</strong> accessories, specials)a) 15 mm dia medium duty Mtrs 70.00b) 20 mm dia medium duty Mtrs 30.00c) 25 mm dia medium duty Mtrs 32.00d) 32 mm dia medium duty Mtrs 60.00e) 40 mm dia medium duty Mtrs 8.00f) 50 mm dia medium duty Mtrs 5.00g) 80 mm dia medium duty Mtrs 5.0021Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g gunmetal wheel valve of approved brand and make tested to 21 kgper sq. cm. (<strong>for</strong> water l<strong>in</strong>es only).a) 20 mm dia Nos. 4.00b) 25 mm dia Nos. 4.00c) 32 mm dia Nos. 2.0022Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g approved quality P.V.C. water storage tanks with closed top with lid(black) multilayer5,000 litres capacity Each 2.00D SUBHEAD "D" : SOIL/WASTE/VENT/PIPES & SPECIALS23 Supply of UPVC pipes (B type) & fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to IS - 13592 - 1992(A) S<strong>in</strong>gle Socketed 3 Meter Lengthi) 75 mm dia Mtrs 25.00ii) 110 mm dia Mtrs 75.00(B) Fitt<strong>in</strong>gsi)110 X 110 P trap75 mmeach 12.00ii)110 X 110 S trap75 mmeach 8.00iii) Double Y110 mm dia each 16.00iv) Double Y75 mm dia each 5.00v) Door Bend (T.S.)110 mm dia each 16.00vi) Bend 87.5 degree(a) 110 mm dia each 35.00(b) 75 mm dia each 8.0024 Cast Iron fitt<strong>in</strong>g <strong>for</strong> soil pipe l<strong>in</strong>e con<strong>for</strong>m<strong>in</strong>g to IS:1729-1970 <strong>in</strong>clud<strong>in</strong>g jo<strong>in</strong>t<strong>in</strong>g and fitt<strong>in</strong>g and130
252627E28fix<strong>in</strong>g <strong>in</strong> position and pa<strong>in</strong>t<strong>in</strong>g two coats to the exposed surface complete <strong>in</strong>clud<strong>in</strong>g cost of allmaterials and labour.Double "Y" juntion of 150 mm dia X 100 mm dia X 100 mm dia. With door.With lead caulked jo<strong>in</strong>ts each 2.00(i) 100 mm x 300 mm each 3.00(ii) 100 mm x 450 mm each 5.00(iii) 100 mm x 600 mm each 2.00iv) Vent Cowl110 mmNo 4.00Labour <strong>for</strong> fitt<strong>in</strong>g and fix<strong>in</strong>g U.P.V.C. pipes <strong>for</strong> above ground work <strong>in</strong>clud<strong>in</strong>g cost of jo<strong>in</strong>t<strong>in</strong>gmaterials etc. fitt<strong>in</strong>g and fix<strong>in</strong>g all necessary specials, cutt<strong>in</strong>g pipes, cutt<strong>in</strong>g holes <strong>in</strong> walls orR.C. floor where necessary and mend<strong>in</strong>g good all damages exclud<strong>in</strong>g the cost of masonry orconcrete work, if necessary, but <strong>in</strong>clud<strong>in</strong>g the cost and fitt<strong>in</strong>g and fix<strong>in</strong>g holder bat clamps (anyfloor) or <strong>for</strong> underground work <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g trenches upto 1.5 metre and refill<strong>in</strong>g the samecomplete as per direction of Eng<strong>in</strong>eer-<strong>in</strong>-charge . ( Payment will be made on centre l<strong>in</strong>emeasurement of the total pipel<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g specials )(A) Above ground(i) 75 mm dia. Mtr 25.00(ii) 110 mm dia. Mtr 75.00(B) Under groundi) 110 mm dia. Mtr 50.00ii) 160 mm dia. Mtr 75.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete600 mm X 150 mmMtr 8.00White vitreous ch<strong>in</strong>awareSupply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand 32 mm PVC waste pipe, with copupl<strong>in</strong>g at one endfitted with necessary clampsNo 6.00750 mm longSUBHEAD "E" : RAIN WATER PIPESSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>gsocket, reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes,mak<strong>in</strong>g threads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gsas required, jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any positionabove ground.For exposed workPVC pipes100 dia P.V.C. pipe Mtrs 100.00131
Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 1 (Electrical Works) at Kshanika GhatSL.NO.ADESCRIPTIONINTERNAL ELECTRICAL WORKSSUB-HEAD - A: INTERNAL WIRINGUNITRATEIN IN WORDFIGUREQUANTITYAMOUNT (Rs.)1Extra <strong>for</strong> suspension exceed<strong>in</strong>g 25cm with S & F additional 2 no. 20mm dia E.I. conduit (14SWG) supports & necessary PVC <strong>in</strong>sulated wire & pa<strong>in</strong>t<strong>in</strong>g etc. as required by :2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 422 Extra <strong>for</strong> supply<strong>in</strong>g additional wire <strong>for</strong> down rod & pa<strong>in</strong>t<strong>in</strong>g the rod exceed<strong>in</strong>g 30 cm2x1.5 sqmm flexible copper wire Each 563 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 66Fix<strong>in</strong>g exhaust fan after mak<strong>in</strong>g hole <strong>in</strong> wall and mak<strong>in</strong>g good damages and smooth cement4 f<strong>in</strong>ish etc. as practicable as possible and provid<strong>in</strong>g necy. length of PVC <strong>in</strong>sulated wire andmak<strong>in</strong>g connection <strong>for</strong> exhaust of dia23 cm Each 85 Fix<strong>in</strong>g only louver shutter/coul on wall with necy. bolts & nuts(6 mm dia x 62 mm long).6For 23 cm Exhaust fan Each 8Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to light / fan / call bell po<strong>in</strong>ts with Piano key type switch(Anchor make) fixed on sheet metal (16SWG) switch board with bakelite / perspex (wallmatch<strong>in</strong>g colour) top cover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>alf<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCa) Average run 6 mtr Po<strong>in</strong>t 180b) Average run 8 mtr Po<strong>in</strong>t 507Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to 250V 5A 3p<strong>in</strong> plug po<strong>in</strong>t <strong>in</strong>cl. S & F 250V 5A 3p<strong>in</strong>flush type plug socket & piano key type switch (Anchor make) <strong>in</strong>cl. S & F earth cont<strong>in</strong>uity wire,fixed on sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>g colour) topcover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC132
On Board Po<strong>in</strong>t 568Fix<strong>in</strong>g only fan regulator on exist<strong>in</strong>g sheet metal switch board with bakelite / perspex top coverby screw after mak<strong>in</strong>g hous<strong>in</strong>g <strong>for</strong> regulator knob by cutt<strong>in</strong>g bakelite / perspex top cover <strong>in</strong>cl. Each 56mak<strong>in</strong>g necy. Connections etc.9Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. connection as required.2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 30010 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsa)Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages RM 1,200and pa<strong>in</strong>t<strong>in</strong>gb)Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages RM 10and pa<strong>in</strong>t<strong>in</strong>gc)Lay<strong>in</strong>g of cable from 3/3½ core 35 sqmm to 50 sqmm onwall / surface <strong>in</strong>cl. S & F MS saddleswith earth<strong>in</strong>g attachment <strong>in</strong> 2x 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy., mend<strong>in</strong>g RM 15good damages and pa<strong>in</strong>t<strong>in</strong>g11 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonarytrench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 10012 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubberr<strong>in</strong>g <strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 coreupto 4 sqmm Each 120b) For 3 1 / 2 coreupto 35 sqmm Each 6C) For 4 coreupto 25 sqmm Each 413 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl.supply<strong>in</strong>g and fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>gmaterials :a) 2 core 4 sqmm cable Set 120b) 3 1 / 2 core 35 sqmm cable Set 6c) 4 core 25 sqmm cable Set 4133
14 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g metarials as requireda) 25 mm diab) 100 mm diaSupply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy duty15 XLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.a) 2C, 4 sqmm. RM 1,425b) 3.5C, 35 sqmm. RM 15c) 4C, 25 sqmm. RM 1016 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip)wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground leveland partly above ground level driven to an average depth of 3.65 Mts. below the ground level &restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 1217Extra <strong>for</strong> provid<strong>in</strong>g masonry enclosure on the top of the earth electrode of overall size 86.36 cmx 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25cm width duly plastered with cement mortar (<strong>in</strong>side) CI h<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56cm x 35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm diaItem 12holes on the GI pipe18 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 1219 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete withGIbolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as requiredPermetrePermetreMtr. 420 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as belowon wall/floor with staples buried <strong>in</strong>side wall / floor as required and mak<strong>in</strong>g connection toequipments with bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damagesNo. 8 SWG Mtr. 1,60021Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (HotDip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theEach 121040134
end of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (HotDip) wire of verticalconductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.22 Supply & Fix<strong>in</strong>g EI danger board on wall Each 220 cm x 30 cm (8"x12")23Supply<strong>in</strong>g & Fix<strong>in</strong>g sheet metal <strong>in</strong>spection box (16 SWG) of the follow<strong>in</strong>g sixes flushed <strong>in</strong> wallby hous<strong>in</strong>g the same after cutt<strong>in</strong>g brick wall by Electic operated cutt<strong>in</strong>g mach<strong>in</strong>e <strong>in</strong>cl. mark<strong>in</strong>gearth<strong>in</strong>g attachment, pa<strong>in</strong>t<strong>in</strong>g and mend<strong>in</strong>g good damages of build<strong>in</strong>g works.a) 150 mm X 100 mm X 65 mm Each 4b) 175 mm X 100 mm X 65 mm Each 224Carbon dioxide type fire ext<strong>in</strong>guisher( con<strong>for</strong>m<strong>in</strong>g to I.S 2876 ) withcyl<strong>in</strong>der fully charged to capacity of 9 litres.Each 225First aid box as approved St. John Ambulance / Fire Brigade / Indian Red Cross, con<strong>for</strong>m<strong>in</strong>g toIS: 2217-1963.Set 22624 gauge sheet steel round bottom fire bucket with sand of suitable capacity with fire red pa<strong>in</strong>tand written with white pa<strong>in</strong>t Fire and mounted on M.S angle Iron bracket of size 50mm. x Each 450mm. x 6mm. thick and 500mm. long, <strong>in</strong>clud<strong>in</strong>g grout<strong>in</strong>g on wall etc. as required.27Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays withper<strong>for</strong>ation not more than 17.5%, <strong>in</strong> convenient sections, jo<strong>in</strong>ed with connectors, suspendedfrom the ceil<strong>in</strong>g with M.S. suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc asrequired.300 mm width X 50 mm depth X 1.6 mm thickness Meter 13028Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays bends withper<strong>for</strong>ation not more than 17.5%, jo<strong>in</strong>ed with connectors, suspended from the ceil<strong>in</strong>g with M.S.suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness Each 2B SUB-HEAD - B: DISTRIBUTION BOARD AND CONTROL PANEL29Supply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachment.Legrand2+4 way Enclosure (607711), 32A DP Isolator, 4 no. SP MCB Each 6030Supply<strong>in</strong>g and fix<strong>in</strong>g sheet metal (16SWG) Iron Clad Busbar chambers on angle iron frame onwall <strong>in</strong>cl. earth<strong>in</strong>g attachment and pa<strong>in</strong>t<strong>in</strong>g as required - (as per draw<strong>in</strong>g no. 470 of PWDspecification book - May 1991).4 bars, 500V, 63ADimension of Al bars [85mm long] :135
4 x 20 x 5mmDimension of sheet metal box :500 x 150mmSet 231 Supply<strong>in</strong>g and fix<strong>in</strong>g Iron Clad ma<strong>in</strong> switches on flat iron frame on wall.a) 15/16A (Jai Champion) - 250V DP with fuse on L&N. Set 4b) 15/16A (BPC) - 500V TPN with fuse on L&N. Set 1c) 30/32A (BPC) - 250V DP with fuse on L&N. Set 56d) 30/32A (BPC) - 500V TPN with fuse on L&N. Set 432Supply<strong>in</strong>g and fix<strong>in</strong>g 415V,16-32A per way, TPN MCB DB with SS enclosure double-doorwith IP-42/43 protection with Four Pole Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA)as outgo<strong>in</strong>g, concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>alf<strong>in</strong>ish <strong>in</strong>cl. <strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong>earth<strong>in</strong>g attachmentLegranda) 4 way Enclosure (607715), 63A FP Isolator, 12 no. SP MCB Each 2b) 6 way Enclosure (607716), 80A FP Isolator, 18 no. SP MCB Each 2C SUB-HEAD -C: INSTALLATION OF FIXTURES33 Fitt<strong>in</strong>g and Fix<strong>in</strong>g only lamp. Each 834Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall /ceil<strong>in</strong>g with ceil<strong>in</strong>g plates, nipples as required.Each 435Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No.20 mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side<strong>in</strong>serted with<strong>in</strong> the ceil<strong>in</strong>g re<strong>in</strong><strong>for</strong>cement and other side connected with the suitable size of boltsand nuts <strong>in</strong>cl. S&F EI conduit “L” type (125mm x 125mm) 6mm thick and 25mm with MSclamps and connect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and mend<strong>in</strong>g good damages to orig<strong>in</strong>alf<strong>in</strong>ish and pa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 4236Fix<strong>in</strong>g only flood light fitt<strong>in</strong>gs on top of masonary structure by 3 Nos. 10 mm dia x 87 mm longrag bolts , nuts & double washers complete either 37 mm x 10 mm MS flat support / or by other Each 4means as required.D SUB-HEAD - D: SUPPLY OF FIXTURESupply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with all37 necessary accessories etc complete. ( similar type : Philips make type no. TMS022 1xT5- Each 4628W HFB with Lamp 1xT5 28W.)38Supply of Flood light fitt<strong>in</strong>gs ( similar type : Philips make type no. QVF135 1 x HAL TDS500W with 300W Halgen )Each 439 Supply of heavy duty 225 mm sweep AC/230V exhaust fan alongwith the ventilat<strong>in</strong>g louvre Each 840 Supply of Wall mounted CFL (Philips Make) fitt<strong>in</strong>gs <strong>for</strong> 1x23 watt compact florescent lamp Each 8136
4142with all necessary accessories etc. complete.Provid<strong>in</strong>g of Gravity Louver shutter of superior quality made out of Alum<strong>in</strong>ium sheet withenamel pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g cost of nuts, bolts, etc as reqd. 23 Each 8cmP&F of IP51 direct 1x240 volts , 50 Hz static watt-hour meter (kwh) hav<strong>in</strong>g resolution 0.1 /0.01 kwh , 1/ 0.5 accuracy class , LED <strong>in</strong>dicators <strong>for</strong> tamper operation ( Reverse &/or earthconnection) , pulsat<strong>in</strong>g LED <strong>in</strong>dicator <strong>for</strong> meterology, electro mechanical counter, cover plate<strong>for</strong> body and term<strong>in</strong>al seal<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection, test<strong>in</strong>g etc. as required.up to 40 ampere s<strong>in</strong>gle phase meter Each 56Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 2 (Civil Works) at Kshanika GhatRATESL.IN IN WORDDESCRIPTIONUNITNO.FIGUREQUANTITYA EARTHWORKEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed1soil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches, levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500mm Cum 1,049.77b) Depth of foundation 1500mm to 3000mm Cum 464.20Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g2 150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made onbasis of measurement of f<strong>in</strong>ished quantity of work).a) With earth obta<strong>in</strong>ed from excavation of foundation. Cum 1,283.24b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 100.00Anti termite treatment to bottom surface ( <strong>in</strong> case of masonry foundation and basements) and thesides (upto aheight of 300 mm. from bottom) of the excavation trenches with chemical emulsion3by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) with water by weightat the rate of 5 Litres per Sq.M area. The work shall be carried out as per specification describedSqm 1,224.53<strong>in</strong> 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurement will be the plan area offoundation treated.)AMOUNT (Rs.)4Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates ( 1% concentration)with water by weight at the rate of 5 Litres per Sq.M of the surface be<strong>for</strong>e sand bed or sub-gradeis laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be madewith 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with theSqm 210.00137
56B78chemical emulsion. The work shall be carried out as per specification described <strong>in</strong> para 6.4 ofcode IS:6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>thtreated.)Pre-constructional ant termite measuresTreatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 lts perSqm 286.39sqm of the vertical surface of the substructure of each side of the foundation.Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost Cum. 469.63of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)CEMENT CONCRETE WORKOrd<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relavant IS codePakur variety Cum 295.30Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size ) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevantspecial publications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g ofconcrete cubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge. Consumption of cement will not be lessthan 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actualconsumption will be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix <strong>for</strong>mula. In groundfloor and foundation.(i) Pakur Variety[us<strong>in</strong>g concrete mixture]M 25 Gradea) upto pl<strong>in</strong>th Cum 234.72b) Ground Floor Cum 332.09c) 1st Floor Cum 346.50d) Above Roof Cum 50.519Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surfaces of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Steel shutter<strong>in</strong>g or 9 to 12 mm thk. Approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.a) upto pl<strong>in</strong>th Sqm 1,265.70b) Ground Floor Sqm 1,414.82c) 1st Floor Sqm 1,418.42138
d) Above 1st Roof Sqm 249.5310Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distributionbars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods , <strong>in</strong>itial straighten<strong>in</strong>g and removal of looserust (if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong>proper position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, completeas per draw<strong>in</strong>g and directionTor steel / Mild steel M.T. 129.46C BRICKWORK11S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 1,968.6712 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) upto pl<strong>in</strong>th Cum 29.88b) Ground Floor Cum 47.91c) 1st Floor Cum 47.91d) Above1st floor Cum 14.2813 125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floorsa) Ground Floor Sqm 647.04b) 1st Floor Sqm 647.04c) Above1st floor Sqm 259.50D14PLASTERINGPlaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of of concrete surface,<strong>in</strong>clud<strong>in</strong>g throat<strong>in</strong>g , nos<strong>in</strong>g and drip course where necessarya) 20 mm thick plaster (External) 1:6i) Ground floor Sqm 311.17ii) 1st floor Sqm 191.64iii) Above 1st floor & Roof Sqm 607.57b) 15 mm thick plaster (Internal) 1:6i) Ground floor Sqm 1,485.72ii) 1st floor Sqm 1,485.72iii) Above 1st floor & Roof Sqm 52.92c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4i) Ground floor Sqm 1,222.98ii) 1st floor Sqm 1,318.98iii) Above 1st floor & Roof Sqm 236.31E FLOORING15 Supply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than139
600 mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar (1:4)and 2 mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91Kg./Sq.M or us<strong>in</strong>gpolymerised adhesive (6mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor/Mosaic etc without any back<strong>in</strong>g course ) laid after application slurry us<strong>in</strong>g 1.75kg of cement persqm below mortar only, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>g pigment tomatch with colour of tiles / epoxy grout materials of approved make as directed & removal ofwax coat<strong>in</strong>g of top surface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft & dry clothupto mirror f<strong>in</strong>ish complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other <strong>in</strong>cidentalcharges complete true to the manufacturer's specification and direction of Eng<strong>in</strong>eer-<strong>in</strong>-Charge.(white cement, synthetic adhesive and grout material to be supplied by contractor)(I).(B) LightColourWith application slurry @1.75kg./Sqm. 20mm sand cement mortar (1:4) & 2mm thick cementslurry at back side of tiles, 0.2kg./Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentSqm 2,444.98F DOOR / WINDOWS16Wood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at thecontact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp.Cum 0.66Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.17Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fittedwith 37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and <strong>in</strong>ternallipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc. completeSqm 34.02<strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and other fitt<strong>in</strong>gs.35mm thick shutters (s<strong>in</strong>gle leaf)18Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g w<strong>in</strong>dows and ventilators with <strong>in</strong>tegrated grill con<strong>for</strong>m<strong>in</strong>g to IS:1038-1975and manufactured from rolled steel swection con<strong>for</strong>m<strong>in</strong>g to 7452-1974Openable Steel w<strong>in</strong>diows Sqm 14.4019 Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS : 2835-19874 mm thick clear glass Sqm 34.4020Wood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted andfixed complete (<strong>for</strong> purpose of payment section will be measured <strong>in</strong> the square)Hallak Cum 0.4121M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>iously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grill weigh<strong>in</strong>gabove 10 Kg /sq.mtr and up to16 Kg./sq.mtr .a) Ground Floor Qntl 7.30b) First Floor Qntl 7.3022Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g steel roll<strong>in</strong>g shutter profile type with 18 B.G. of approved type,steel latche section 75mm wide fitted with coil wire spr<strong>in</strong>g to necessitate the fitt<strong>in</strong>g of requiredNo. of C.I. pulleys on heavy type solid drawn seamless steel tube complete with lock<strong>in</strong>gSq.m 633.60140
232425G262728arrangement both <strong>in</strong>side and outside specially built up side guide channels <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>ga hood <strong>for</strong> the steel roll<strong>in</strong>g shutter <strong>in</strong> the room, pa<strong>in</strong>t<strong>in</strong>g two cats of approved alum<strong>in</strong>ium pa<strong>in</strong>tover a coat of red lead primer complete. In ground floor (Two coats).Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100mm x58mm x 1.9mm )Nos 352.00Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws:225 mm long x 10mm dia bolt Nos 88.00Supply<strong>in</strong>g Godrej Mortice lock Chromium plated with Latch and keys four level <strong>in</strong>clud<strong>in</strong>gfitt<strong>in</strong>g and fix<strong>in</strong>g completeNos 88.00FINISHINGRender<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approved makeand brand(1.5mm thick)Sqm 5,802.62Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly, complete as perSqm 990.85manufacturer's specification and as per direction of the EIC.In Ground Floor:One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as per direction of EIC to be applied over acrylicprimer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidentalcharges but exclud<strong>in</strong>g the cost of primer.Sqm 990.85Ground FloorTwo coats.Apply<strong>in</strong>g Interior grade acrylic primer, hav<strong>in</strong>g low VOC (Volatile Organic Compound ) content,29of approved quality and brand on plastered or concrete surface old or new surface to receiveDistemper / Acrylic emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface throughly,complete as per manufacturer's specification and as per direction of the EIC.Two coatsSolvent based <strong>in</strong>terior grade Acrylic primerSqm 5,802.62Apply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t, hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than30 50 grams / litre, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong> Sqm 5,802.62<strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty. Luxury quality Two coatsPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile Organic Compound31) of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>gus<strong>in</strong>g of approved putty etc. on the surface if necessaryTwo coats ( with any shade except whiteSqm 68.04)With super gloss32 Prim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g low Sqm 163.60141
33H34VOC (Volatile Organic Compound ) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces bysand paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new ( by the application of2 coats of slurry prepared with latex of approved brand , water and cement <strong>in</strong> the proportion of (l.PW CEMENT 1:4:6) by volume , with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 hrs. to 14 hrs.between the 2 layers lay<strong>in</strong>g 20mm thk. and sand and cement consolidated plaster 1:4 admixedwith plastocrete super of approved brand 0.2% by wt. of cement, lay<strong>in</strong>g flat 1st class brick batsper brick over the mortar keep<strong>in</strong>g a gap of 10-20mm between 2 bats fill<strong>in</strong>g the vertical jo<strong>in</strong>tswith the a<strong>for</strong>esaid mortar, provid<strong>in</strong>g a 2nd layer 20mm thk. sand and cement plaster 1:4admixed with plastocrete super as above over the brick layer , the top surface of the treatmentshould be checkered to provide the antistrip property.By Bricks ( cement 25.66 kg/sqm.)Sqm 95.56Sq.m 914.00Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 2 (Sanitary & Plumb<strong>in</strong>g Works) at Kshanika GhatSL.NO.ADESCRIPTIONINTERNAL SANITARY AND PLUMBING WORKSSUBHEAD “A”:- SANITARY FITTINGS & FIXINGSUNITRATEIN IN WORDFIGUREQUANTITYAMOUNT12345Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Shallow water closet Indian pattern (I.P.W.C.) of approved make <strong>in</strong>white vitreous ch<strong>in</strong>aware <strong>in</strong> position complete (exclud<strong>in</strong>g cost of concrete <strong>for</strong> fix<strong>in</strong>g)(i) 580 mm long Sets 2.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g E.W.C. <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of approved makecomplete <strong>in</strong> position with necessary bolts, nuts, etc.4.00With 'S' trapSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Closet seat of approved make with lid and C.P h<strong>in</strong>ges, rubberbuffer and brass screws complete.E.W.C.Bestolite (solid type) white Each 4.00Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 10 litre low-down cistern con<strong>for</strong>m<strong>in</strong>g to I.S specification with P.V.C.fitt<strong>in</strong>gs complete, C.I. brackets <strong>in</strong>clud<strong>in</strong>g two coats of pa<strong>in</strong>t<strong>in</strong>g to bracket, etc.Sets 6.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g white vitreous ch<strong>in</strong>a best quality approved make wash bas<strong>in</strong> withC.I. brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitt<strong>in</strong>gs of 32 mm dia. oneapproved quality brass C.P. pillar cock of 15 mm dia., C.P. cha<strong>in</strong> with rubber plug of 30 mm142
dia. approved quality PVC waste pipe with C.P. nut 32 mm dia. 900 mm long approved qualityPVC connection pipe with heavy brass C.P nut <strong>in</strong>clud<strong>in</strong>g mend<strong>in</strong>g good all damages andpa<strong>in</strong>t<strong>in</strong>g the brackets with two coats of approved pa<strong>in</strong>t.550 mm x 400 mm size Sets 4.006Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g porcela<strong>in</strong> soap tray of approved makeRecessed soap tray of size150 mm X 150 mmSets 4.007Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Flat back ur<strong>in</strong>al (half stall ur<strong>in</strong>al) <strong>in</strong> white vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position with brass screws on 75 mm X 75 mm X 75 mm wooden blockscomplete.each 4.00(i) 590 mm X 390 mm X 380 mm8Supply<strong>in</strong>g , fitt<strong>in</strong>g & fix<strong>in</strong>g 25mm thick marble partition slab with chawk doongri marble squarecut, both sides polished with two front corners rounded & edges polished.Sqm 1.809Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g ur<strong>in</strong>al flush pipe fitt<strong>in</strong>g of approved brand(a) C.P. ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs range of onemtr 4.0010Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete(i) 600 X 100 mmEach 10.00White vitreous ch<strong>in</strong>aware11Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cock Chromium plated Bib Cock long body withwall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / Someth<strong>in</strong>g Special Each 20.00of ESSCO or similar brand)12Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cock Chromium plated Bib Cock short body(Equivalent to Code No. 511 & Model - Tropical / Someth<strong>in</strong>g Special of ESSCO or similar Each 10.00brand)13 Supply<strong>in</strong>g fitt<strong>in</strong>g fix<strong>in</strong>g Ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs of approved brand Each 4.0014Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand P.V.C CONNECTOR white flexible with both endscoupl<strong>in</strong>g with heavy brass C.P nut, 15mm diaa) 300 mm long Each 8.00b) 450 mm long Each 10.00B SUBHEAD “B”:- TOILET REQUIREMENTS15Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bevelled edged mirror 5.5 mm thick silver red as per I.S.Ispecifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm.Sets 8.0016Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g liquid soap conta<strong>in</strong>erCromium platedNos. 4.0017 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g towel rail with two brackets.C.P. over brass25 mm dia 600 mm longNos. 8.0018 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g dome shaped C.P. waste grat<strong>in</strong>g <strong>for</strong> ur<strong>in</strong>als. Nos. 12.00143
(i) 50 mm19 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g C.I. round grat<strong>in</strong>g100 mm dia Each 12.00C SUBHEAD “C”:- WATER SUPPLY (INTERNAL & EXTERNAL)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g PVC pipes <strong>for</strong> underground work of approved make (medium duty)con<strong>for</strong>m<strong>in</strong>g to ASTMD - 1785 and threaded to match with GI pipes as per IS : 1239 (Part - I )with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long20screw, reduc<strong>in</strong>g socket, reduc<strong>in</strong>g tee, short piece etc. fitted <strong>in</strong>clud<strong>in</strong>g cost of all materials,jo<strong>in</strong>t<strong>in</strong>g materials, cutt<strong>in</strong>g pipes , mak<strong>in</strong>g threads, cutt<strong>in</strong>g trenches upto 1.5 metre below surface<strong>in</strong> all sorts of soil and refill<strong>in</strong>g the same as directed complete <strong>in</strong> all respect . (Payment will bemade on the centre l<strong>in</strong>e measurement of the total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials . No separatepayment will be made <strong>for</strong> accessories, specials.)a) 15 mm dia medium duty Mtrs 70.00b) 20 mm dia medium duty Mtrs 30.00c) 25 mm dia medium duty Mtrs 32.00d) 32 mm dia medium duty Mtrs 60.00e) 40 mm dia medium duty Mtrs 8.00f) 50 mm dia medium duty Mtrs 5.0021Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g gunmetal wheel valve of approved brand and make tested to 21 kgper sq. cm. (<strong>for</strong> water l<strong>in</strong>es only).a) 20 mm dia Nos. 4.00b) 25 mm dia Nos. 4.00c) 32 mm dia Nos. 2.0022Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g approved quality P.V.C. water storage tanks with closed top with lid(black) multilayer(a) 5,000 litres capacity Each 2.00D SUBHEAD "D" : SOIL/WASTE/VENT/PIPES & SPECIALS23 Supply of UPVC pipes (B type) & fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to IS - 13592 - 1992(A) S<strong>in</strong>gle Socketed 3 Meter Lengthi) 75 mm dia Mtrs 25.00ii) 110 mm dia Mtrs 75.00(B) Fitt<strong>in</strong>gsi) 110 X 110 P trap75 mm each 12.00ii)110 X 110 S trap75 mmeach 8.00iii) Double Y110 mm dia each 16.00iv) Double Y144
75 mm dia each 5.00v) Door Bend (T.S.)110 mm dia each 16.00vi) Bend 87.5 degree(a) 110 mm dia each 35.00(b) 75 mm dia each 8.00Cast Iron fitt<strong>in</strong>g <strong>for</strong> soil pipe l<strong>in</strong>e con<strong>for</strong>m<strong>in</strong>g to IS:1729-1970 <strong>in</strong>clud<strong>in</strong>g jo<strong>in</strong>t<strong>in</strong>g and fitt<strong>in</strong>g and24 fix<strong>in</strong>g <strong>in</strong> position and pa<strong>in</strong>t<strong>in</strong>g two coats to the exposed surface complete <strong>in</strong>clud<strong>in</strong>g cost of allmaterials and labour.Double "Y" junction of 150 mm dia X 100 mm dia X 100 mm dia. With door.With lead caulked jo<strong>in</strong>ts each 10.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Cast Iron extension pipes <strong>for</strong> us<strong>in</strong>g <strong>in</strong> traps only (connector)25 con<strong>for</strong>m<strong>in</strong>g to IS:3989 and IS:1729-1964 <strong>in</strong>clud<strong>in</strong>g lead caulked jo<strong>in</strong>ts complete and pa<strong>in</strong>t<strong>in</strong>gtwo coats to the exposed surface with approved pa<strong>in</strong>t complete.(i) 100 mm x 300 mm each 5.00(ii) 100 mm x 450 mm each 8.00(iii) 100 mm x 600 mm each 12.00iv) Vent Cowl110 mmNo 8.00Labour <strong>for</strong> fitt<strong>in</strong>g and fix<strong>in</strong>g U.P.V.C. pipes <strong>for</strong> above ground work <strong>in</strong>clud<strong>in</strong>g cost of jo<strong>in</strong>t<strong>in</strong>gmaterials etc. fitt<strong>in</strong>g and fix<strong>in</strong>g all necessary specials, cutt<strong>in</strong>g pipes, cutt<strong>in</strong>g holes <strong>in</strong> walls orR.C. floor where necessary and mend<strong>in</strong>g good all damages exclud<strong>in</strong>g the cost of masonry or26 concrete work, if necessary, but <strong>in</strong>clud<strong>in</strong>g the cost and fitt<strong>in</strong>g and fix<strong>in</strong>g holder bat clamps (anyfloor) or <strong>for</strong> underground work <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g trenches upto 1.5 metre and refill<strong>in</strong>g the samecomplete as per direction of Eng<strong>in</strong>eer-<strong>in</strong>-charge . ( Payment will be made on centre l<strong>in</strong>emeasurement of the total pipel<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g specials )(A) Above ground(i) 75 mm dia. Mtr 25.00(ii) 110 mm dia. Mtr 75.002728( B ) Under ground(i) 110 mm dia. Mtr 50.00(ii) 160 mm dia. Mtr 75.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete600 mm X 150 mmMtr 8.00White vitreous ch<strong>in</strong>awareSupply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand 32 mm PVC waste pipe, with coupl<strong>in</strong>g at one endfitted with necessary clampsNo 6.00145
E29750 mm longSUBHEAD "E" : RAIN WATER PIPESSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>gsocket, reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes,mak<strong>in</strong>g threads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gsas required, jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any positionabove ground.For exposed workPVC pipes100 dia P.V.C. pipe Mtrs 100.00Schedule of Quantities <strong>for</strong> Build<strong>in</strong>g 2 (Electrical Works) at Kshanika GhatSL.NO.AINTERNAL ELECTRICAL WORKSSUB-HEAD - A: INTERNAL WIRINGDESCRIPTIONUNITRATEIN IN WORDFIGUREQUANTITYAMOUNT (Rs.)1Extra <strong>for</strong> suspension exceed<strong>in</strong>g 25cm with S & F additional 2 no. 20mm dia E.I. conduit (14SWG) supports & necessary PVC <strong>in</strong>sulated wire & pa<strong>in</strong>t<strong>in</strong>g etc. as required by :2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 502 Extra <strong>for</strong> supply<strong>in</strong>g additional wire <strong>for</strong> down rod & pa<strong>in</strong>t<strong>in</strong>g the rodexceed<strong>in</strong>g 30 cm2x1.5 sqmm flexible copper wire Each 883 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 774Fix<strong>in</strong>g exhaust fan after mak<strong>in</strong>g hole <strong>in</strong> wall and mak<strong>in</strong>g good damages and smooth cementf<strong>in</strong>ish etc. as practicable as possible and provid<strong>in</strong>g necy. length of PVC <strong>in</strong>sulated wire andmak<strong>in</strong>g connection <strong>for</strong> exhaust of dia23 cm Each 85 Fix<strong>in</strong>g only louver shutter/coul on wall with necy. bolts & nuts(6 mm dia x 62 mm long).For 23 cm Exhaust fan Each 86Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore standered copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to light / fan / call bell po<strong>in</strong>ts with Piano key type switch(Anchor make) fixed on sheet metal (16SWG) switch board with bakelite / perspex (wallmatch<strong>in</strong>g colour) top cover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>alf<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCa) Average run 6 mtr Po<strong>in</strong>t 300146
) Average run 8 mtr Po<strong>in</strong>t 60Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythen pipe complete7with all accessories embedded <strong>in</strong> wall to 250V 5A 3p<strong>in</strong> plug po<strong>in</strong>t <strong>in</strong>cl. S & F 250V 5A 3p<strong>in</strong>flush type plug socket & piano key type switch (Anchor make) <strong>in</strong>cl. S & F earth cont<strong>in</strong>uity wire,fixed on sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>g colour) topcover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCOn Board Po<strong>in</strong>t 888Fix<strong>in</strong>g only fan regulator on exist<strong>in</strong>g sheet metal switch board with bakelite / perspex top coverby screw after mak<strong>in</strong>g hous<strong>in</strong>g <strong>for</strong> regulator knob by cutt<strong>in</strong>g bakelite / perspex top cover <strong>in</strong>cl. Each 88mak<strong>in</strong>g necy. Connections etc.9Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. connection as required.2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 40010 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsa)Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages RM 1,850and pa<strong>in</strong>t<strong>in</strong>gb)Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages RM 15and pa<strong>in</strong>t<strong>in</strong>gc)Lay<strong>in</strong>g of cable from 3/3½ core 35 sqmm to 50 sqmm onwall / surface <strong>in</strong>cl. S & F MS saddleswith earth<strong>in</strong>g attachment <strong>in</strong> 2x 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy., mend<strong>in</strong>g RM 5good damages and pa<strong>in</strong>t<strong>in</strong>g11 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonarytrench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 12012 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubberr<strong>in</strong>g <strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 coreupto 4 sqmm Each 184b) For 3 1 / 2 coreupto 35 sqmm Each 2c) For 4 coreupto 25 sqmm Each 6147
13 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl.supply<strong>in</strong>g and fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>gmaterials :a) 2 core 4 sqmm cable Set 184b) 3 1 / 2 core 35 sqmm cable Set 2c) 4 core 25 sqmm cable Set 614 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g metarials as requireda) 25 mm dia metre 10b) 100 mm dia metre 8015Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.a) 2C, 4 sqmm. RM 2,150b) 3.5C, 35 sqmm. RM 5c) 4C, 25 sqmm. RM 1516 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip)wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S &F15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the groundlevel and partly above ground level driven to an average depth of 3.65 Mts. below the groundlevel & restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 1217Extra <strong>for</strong> provid<strong>in</strong>g masonery enclosure on the top of the earth electrode of overall size 86.36cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of25 cm width duly plastered with cement morter (<strong>in</strong>side) CI h<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56cm x 35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm diaItem 12holes on the GI pipe18 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 1219 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete withGIbolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required20 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as belowon wall/floor with staples buried<strong>in</strong>side wall/floor as required and mak<strong>in</strong>g connection toMtr. 4148
equipments with bolts, nuts, washers, cable lugs etc. asrequired and mend<strong>in</strong>g good damagesNo. 8 SWG Mtr. 2,30021Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (HotDip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of vertical Each 12conductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.22 Supply & Fix<strong>in</strong>g EI danger board on wall Each 220 cm x 30 cm (8"x12")23Supply<strong>in</strong>g & Fix<strong>in</strong>g sheet metal <strong>in</strong>spection box (16 SWG) of the follow<strong>in</strong>g sixes flushed <strong>in</strong> wallby hous<strong>in</strong>g the same after cutt<strong>in</strong>g brick wall by Electic operated cutt<strong>in</strong>g mach<strong>in</strong>e <strong>in</strong>cl. mark<strong>in</strong>gearth<strong>in</strong>g attachment, pa<strong>in</strong>t<strong>in</strong>g and mend<strong>in</strong>g good damages of build<strong>in</strong>g works.a) 150 mm X 100 mm X 65 mm Each 6b) 175 mm X 100 mm X 65 mm Each 224Carbon dioxide type fire ext<strong>in</strong>guisher ( con<strong>for</strong>m<strong>in</strong>g to IS : 2876 ) with cyl<strong>in</strong>der fullycharged to capacity of 9 litres.Each 225First aid box as approved St. John Ambulance / Fire Brigade / Indian Red Cross, confirm<strong>in</strong>g toIS : 2217-1963.Set 22624 gauge sheet steel round bottom fire bucket with sand of suitable capacity with fire red pa<strong>in</strong>tand written with white pa<strong>in</strong>t Fire and mounted on M.S angle Iron bracket of size 50mm. x Each 450mm. x 6mm. thick and 500mm. long, <strong>in</strong>clud<strong>in</strong>g grout<strong>in</strong>g on wall etc. as required.27Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays withper<strong>for</strong>ation not more than 17.5%, <strong>in</strong> convenient sections, jo<strong>in</strong>ed with connectors, suspendedfrom the ceil<strong>in</strong>g with M.S. suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc asrequired.300 mm width X 50 mm depth X 1.6 mm thickness Metre 19028Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays bends withper<strong>for</strong>ation not more than 17.5%, jo<strong>in</strong>ed with connectors, suspended from the ceil<strong>in</strong>g with M.S.suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness Each 2B SUB-HEAD - B: DISTRIBUTION BOARD AND CONTROL PANEL29Supply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachment.Legrand2+4 way Enclosure (607711), 32A DP Isolator, 4 no. SP MCB Each 92149
Supply<strong>in</strong>g and fix<strong>in</strong>g sheet metal (16SWG) Iron Clad Busbar chambers on angle iron frame on30 wall <strong>in</strong>cl. earth<strong>in</strong>g attachment and pa<strong>in</strong>t<strong>in</strong>g as required - (as per draw<strong>in</strong>g no. 470 of PWDspecification book - May 1991).4 bars, 500V, 63ADimension of Al bars [85mm long] :4 x 20 x 5mmDimension of sheet metal box :500 x 150mmSet 231 Supply<strong>in</strong>g and fix<strong>in</strong>g Iron Clad ma<strong>in</strong> switches on flat iron frame on wall.a) 15/16A (Jai Champion) - 250V DP with fuse on L&N. Set 4b) 15/16A (BPC) - 500V TPN with fuse on L&N. Set 1c) 30/32A (BPC) - 250V DP with fuse on L&N. Set 88d) 30/32A (BPC) - 500V TPN with fuse on L&N. Set 432Supply<strong>in</strong>g and fix<strong>in</strong>g 415V,16-32A per way, TPN MCB DB with SS enclosure double-doorwith IP-42/43 protection with Four Pole Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) asoutgo<strong>in</strong>g, concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish<strong>in</strong>cl. <strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachmentLegrand6 way Enclosure (607716), 80A FP Isolator, 18 no. SP MCB Each 3C SUB-HEAD -C: INSTALLATION OF FIXTURES33 Fix<strong>in</strong>g only lamp. Each 1134Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall /ceil<strong>in</strong>g with ceil<strong>in</strong>g plates, nipples as required.Each 435Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No.20 mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side<strong>in</strong>serted with<strong>in</strong> the ceil<strong>in</strong>g re<strong>in</strong><strong>for</strong>cement and other side connected with the suitable size of boltsand nuts <strong>in</strong>cl. S&F EI conduit “L” type (125mm x 125mm) 6mm thick and 25mm with MSclamps and connect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and mend<strong>in</strong>g good damages to orig<strong>in</strong>alf<strong>in</strong>ish and pa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 5036Fix<strong>in</strong>g only flood light fitt<strong>in</strong>gs on top of masonary structure by 3 Nos. 10 mm dia x 87 mm longrag bolts , nuts & double washers complete either 37 mm x 10 mm MS flat support / or by other Each 4means as required.D SUB-HEAD - D: SUPPLY OF FIXTURE37Supply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with allnecessary accessories etc complete.( similar type : Philips make type no. TMS022 1xT5-28W Each 54HFB with Lamp 1xT5 28W.)38 Supply of Flood light fitt<strong>in</strong>gs ( similar type : Philips make type no. QVF135 1 x HAL TDS Each 4150
500W with 300W Halgen )39 Supply of heavy duty 225 mm sweep AC/230V exhaust fan alongwith the ventilat<strong>in</strong>g louvre Each 840Supply of Wall mounted CFL (Philips Make) fitt<strong>in</strong>gs <strong>for</strong> 1x23 watt compact florescent lampwith all necessary accessories etc. complete.Each 1141Provid<strong>in</strong>g of Gravity Louver shutter of superior quality made out of Alum<strong>in</strong>ium sheet withenamel pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g cost of nuts, bolts, etc as reqd.23 cm Each 842P&F of IP51 direct 1x240volts , 50 Hz static watt-hour meter (kwh) hav<strong>in</strong>g resolution 0.1 / 0.01kwh , 1/ 0.5 accuracy class , LED <strong>in</strong>dicators <strong>for</strong> tamper operation ( Reverse &/or earthconnection) , pulsat<strong>in</strong>g LED <strong>in</strong>dicator <strong>for</strong> meterology, electro mechanical counter, cover plate<strong>for</strong> body and term<strong>in</strong>al seal<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection, test<strong>in</strong>g etc. as required.up to 40 ampere s<strong>in</strong>gle phase meter Each 88Schedule of Quantities <strong>for</strong> Hawker's Kiosks (Civil Works) at Kshanika GhatSL.NO.12RATEDESCRIPTIONUNITIN IN WORDFIGUREQUANTITYCIVIL WORKSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixedsoil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g,spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches.levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completeDepth of foundation upto 1500mm Cum 35.27Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 17.63AMOUNT (Rs.)34Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stonechips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relavant IS code(a) Pakur variety Cum 30.97Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Steel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.151
upto pl<strong>in</strong>th Sqm 137.755S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 296.026 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 433.7720 mm cement plaster7F<strong>in</strong>ish<strong>in</strong>g with Epoxy pa<strong>in</strong>t (two or more coats) at all locations prepared and applied as permanufacturer's specifications <strong>in</strong>clud<strong>in</strong>g appropriate prim<strong>in</strong>g coat, preparation of surface, etc. Sqm 968.24complete on steel work8M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flats,bars, tubes, angle, posts <strong>for</strong> structural works, w<strong>in</strong>dows, rail<strong>in</strong>g etc. fitted and fixed withnecessary grout<strong>in</strong>g, weild<strong>in</strong>g, clamps, screws and lugs. Grill weigh<strong>in</strong>g above 10 Kg / sqm and upMT 17.42to 20 Kg / sqm.complete <strong>in</strong> all respect as per the direction of Eng<strong>in</strong>eer In Charge9Fix<strong>in</strong>g post of iron by digg<strong>in</strong>g hole <strong>in</strong> the ground (<strong>in</strong> all sorts of soil) and embedd<strong>in</strong>g the same bypack<strong>in</strong>g the hole with cement concrete (1:3:6) and f<strong>in</strong>ish<strong>in</strong>g the top surface to regular shape (as Each 152.00directed)Avg. Dia of hole 300mm & depth 500mm10Alum<strong>in</strong>ium Composite Pannels works with 1st class quality and approved design and materials(exclud<strong>in</strong>g support<strong>in</strong>g framework) fitted and fixed with hook bolts and nuts, sheet bolts, limpetand bitumen washers and putty with end lap & side lap complete <strong>in</strong> all respect as per thedirection of the Eng<strong>in</strong>eer In ChargeSqm 540.79Schedule of Quantities <strong>for</strong> Hawker's Kiosks (Electrical Works) at Kshanika GhatSL.NO.DESCRIPTIONUNITRATEIN IN WORDFIGUREQUANTITYINTERNAL ELECTRICAL WORKS1Lay<strong>in</strong>g on Wall / surface with Saddles / clamps : Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall /surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>g attachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g RM 150.00holes etc. as necy. mend<strong>in</strong>g good damages and pa<strong>in</strong>t<strong>in</strong>g2Lay<strong>in</strong>g on Wall / surface with Saddles / clamps : Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall/ surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>g attachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g RM 5.00holes etc. as necy. mend<strong>in</strong>g good damages and pa<strong>in</strong>t<strong>in</strong>g3 Lay<strong>in</strong>g through RCC / Hume / GI Pipe RM 20.00Lay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonarytrench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 core4 Lay<strong>in</strong>g through Underground Trencha)Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on thetop of the cable with 8 (eight) Nos. bricks per metre, <strong>in</strong>clud<strong>in</strong>gRM 100.00AMOUNT (Rs.)152
fill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil, level<strong>in</strong>g up andrestor<strong>in</strong>g surface duly rammedb)Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal), the trench size : 680 mm x 760mm average depth, with brick protection on the topof each cable 8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator RM 200.00between the bricks and cables and also trench to befilled up with shifted soil, levell<strong>in</strong>g up andrestor<strong>in</strong>g surface duly rammedc)Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong>s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables RM 300.00<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed5 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubberr<strong>in</strong>g <strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 core Each 68.00upto 4 sqmmb) For 4 core Each 2.00upto 6 sqmm6 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl.supply<strong>in</strong>g and fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>gmaterials :a) 2 core 4 sqmm cable Set 68.00b) 4 core 6 sqmm cable Set 2.007 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g metarials as requireda) 25 mm dia metre 5.00b) 50 mm dia metre 5.00c) 80 mm dia metre 5.00d) 100 mm dia metre 5.008Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.a) 2C, 4 sqmm. RM 800.00b) 4C, 6 sqmm. RM 5.009 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip)153
10wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground leveland partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel &restor<strong>in</strong>g surface duly rammed as belowFor Soft Soil Set 6.00By TATA-Medium GI pipeExtra <strong>for</strong> provid<strong>in</strong>g masonry enclosure on the top of the earth electrode of overall size 86.36 cmx 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25cm width duly plastered with cement morter (<strong>in</strong>side) CI h<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 Set 6.00cm x 35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm diaholes on the GI pipe11 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Set 6.0012 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete withGIbolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required13 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as belowon wall / floor with staples buried<strong>in</strong>side wall / floor as required and mak<strong>in</strong>g connection toequipments with bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damages14151617No. 8 SWGSupply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of verticalconductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays withper<strong>for</strong>ation not more than 17.5%, <strong>in</strong> convenient sections, jo<strong>in</strong>ed with connectors, suspendedfrom the ceil<strong>in</strong>g with M.S. suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc asrequired.600 mm width X 50 mm depth X 2.0 mm thicknessSupply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays bends withper<strong>for</strong>ation not more than 17.5%, jo<strong>in</strong>ed with connectors, suspended from the ceil<strong>in</strong>g with M.S.suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc as required.600 mm width X 50 mm depth X 2.0 mm thicknessProvid<strong>in</strong>g CC (6:3:1) pole base foundation of 600 x 600 mm <strong>in</strong> size with PCC sol<strong>in</strong>g at 760mmdepth below ground level or equivalent size of square base with 450mm high muff<strong>in</strong>g aboveground level complete with 3mm thick neatly f<strong>in</strong>ished cement plaster aa around with 250mm x250 mm x 100 mm CI loop box.Mtr. 2.00Mtr. 850.00Each 6.00Metre 10.00Each 2.00Set 2.00154
18Supply and <strong>in</strong>stallation of local earth<strong>in</strong>g station <strong>for</strong> external light<strong>in</strong>g system etc. with 16mm dia.,2.0 m long G.I. rod with double nuts and washer driven below the ground level and mak<strong>in</strong>g Set 2.00connection with 8 SWG G.I. Wire from earth<strong>in</strong>g station to JB.DISTRIBUTION BOARD AND CONTROL PANEL19Supply<strong>in</strong>g and fix<strong>in</strong>g 415V,16-32A per way, TPN MCB DB with SS enclosure double-door withIP-42/43 protection with Four Pole Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) asoutgo<strong>in</strong>g, concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish<strong>in</strong>cl. <strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachmentLegrand Each 2.006 way Enclosure (607716), 80A FP Isolator, 18 no. SP MCB20Supply<strong>in</strong>g and fix<strong>in</strong>g 5 amps to 32 amps rat<strong>in</strong>g, 240/415 volts, "C" curve, m<strong>in</strong>iature circuitbreaker suitable <strong>for</strong> <strong>in</strong>ductive load of follow<strong>in</strong>g poles <strong>in</strong> the exist<strong>in</strong>g MCB DB complete withconnections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.a) S<strong>in</strong>gle pole Each 28.00b) Double pole Each 28.0021Supply<strong>in</strong>g and fix<strong>in</strong>g DP sheet steel enclosure on surface / recess without MCB (seperatelysupply), complete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.Each 56.0022Supply<strong>in</strong>g and fix<strong>in</strong>g s<strong>in</strong>gle pole blank<strong>in</strong>g plate <strong>in</strong> the exist<strong>in</strong>g MCB DB complete etc. asrequired.Each 28.00SUPPLY & INSTALLATION OF METER23P&F of IP51 direct 1x240volts , 50 Hz static watt-hour meter (kwh) hav<strong>in</strong>g resolution 0.1 / 0.01kwh , 1/ 0.5 accuracy class , LED <strong>in</strong>dicators <strong>for</strong> tamper operation ( Reverse &/or earthconnection) , pulsat<strong>in</strong>g LED <strong>in</strong>dicator <strong>for</strong> meterology, electromechanical counter, cover plate <strong>for</strong>Each 28.00body and term<strong>in</strong>al seal<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection, test<strong>in</strong>g etc. as required.up to 40 ampere s<strong>in</strong>gle phase meter24Erection of metallic pole of follow<strong>in</strong>g length <strong>in</strong> cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40 mm nom<strong>in</strong>al size) foundation <strong>in</strong>clud<strong>in</strong>g excavation and refill<strong>in</strong>g Each 2.00etc. as required.Above 4.5 metre and upto 6.5 metre25Fix<strong>in</strong>g only outdoor street light type fluorescent light fitt<strong>in</strong>g or MV light fitt<strong>in</strong>g complete with allaccessories to be fixed with pole <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g holes / provid<strong>in</strong>g clamp<strong>in</strong>g arrangement & Each 2.00necessary GI reducer as required etc.26Supply of octagonal tubular pole of 5m long of con<strong>for</strong>med IS : 2713-1969. The bottom sectionof the pole shall be 130 mm dia. & the top portion shall be 70 mm dia., sheet of 3 mm thick with230mm x 230mm x 12mm thick base plate.Required length of 3 x 2.5 sqmm. PVC <strong>in</strong>sulated copper wire shall be provided <strong>for</strong> connect<strong>in</strong>gthe light fitt<strong>in</strong>gs from the junction box. The M.S. mount<strong>in</strong>g bracket shall be fixed on top of thepole <strong>for</strong> fix<strong>in</strong>g light fitt<strong>in</strong>gs.Each 2.00155
S<strong>in</strong>gle fitt<strong>in</strong>g typeSchedule of Quantities <strong>for</strong> External Works at Kshanika GhatSL.NO.A12B123RATEDESCRIPTIONUNITIN IN WORDFIGUREQUANTITYLAND DEVELOPMENTEarthwork <strong>in</strong> fill<strong>in</strong>g, <strong>in</strong> compound, tank, lowland, ditches, etc. with good earth <strong>in</strong> layers notexceed<strong>in</strong>g 150 mm <strong>in</strong>clud<strong>in</strong>g break<strong>in</strong>g clods and consolidat<strong>in</strong>g the same by ramm<strong>in</strong>g anddress<strong>in</strong>gcompletely. CUM 5.10(a) With carried earth arranged by the contractor with<strong>in</strong> a radius of 5 Km but not exceed<strong>in</strong>g 10Km <strong>in</strong>clud<strong>in</strong>g cost of carried earthSurface dress<strong>in</strong>g of ground <strong>in</strong> any k<strong>in</strong>d of soil <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g of vegetation <strong>in</strong>equalities notexceed<strong>in</strong>g 15 cm depth and disposal of the rubishSQM 17.36STORM WATER DRAINAGEEarth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides andramm<strong>in</strong>g of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal ofsurplus excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50Cum 0.28m.Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 0.27Supply and construction of Catch pit with chamber of sizes mentioned below <strong>in</strong> masonary (6:1),cover slab and base slab of M20 grade of concrete, placed of over 75 mm thick (1:3:6) P.C.C.bed laid over a layer of brick flat sol<strong>in</strong>g. Cover slab will have open<strong>in</strong>g with Precast grat<strong>in</strong>g Thecatch pit will have bench<strong>in</strong>g at the bottom with P.C.C. (1:2:4) f<strong>in</strong>ished with 1.5 mm neat cementf<strong>in</strong>ish over 15 mm thick plaster <strong>in</strong> cement sand mortar (1:3) on <strong>in</strong>ternal faces <strong>in</strong>clud<strong>in</strong>g supplyand fix<strong>in</strong>g footrest all as specified built <strong>in</strong> to masonary wall 250mm thick <strong>in</strong>clud<strong>in</strong>g shutter<strong>in</strong>g,excavation <strong>in</strong> all k<strong>in</strong>d of soil with shor<strong>in</strong>g and dewater<strong>in</strong>g as required, back fill<strong>in</strong>g withconsolidation disposal of spoils/surplus earth complete as per draw<strong>in</strong>g with provision <strong>for</strong> 150mmdia CI Syphon complete.a) Catch pit type of size (450 mm X 450 mm). Depth of <strong>in</strong>vert 600 mm. No. 4000.00b) Catch pit type of size (600 mm X 600 mm). Depth of <strong>in</strong>vert 750 mm. No. 5000.00c) Catch pit type of size (750 mm X 750 mm). Depth of <strong>in</strong>vert 1000 mm. No. 7000.00AMOUNT(Rs.)4Supply<strong>in</strong>g Lay<strong>in</strong>g and align<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g RCC Hume pipe of approved manufacturer NP 2class as per relevant IS specification <strong>in</strong>clud<strong>in</strong>g all fitt<strong>in</strong>gs & specials collars etc. laid to required156
slope and jo<strong>in</strong>t<strong>in</strong>g with stiff mixture of cement mortar (1:1) 1 cement, 1 sand. Pa<strong>in</strong>t<strong>in</strong>g<strong>in</strong>side pipes with 1 coat of coal tar, lower<strong>in</strong>g the same <strong>in</strong>to and alignment fill<strong>in</strong>g the end withbitumastic compound and test<strong>in</strong>g complete on PCC (1:3:6 with 20mm. down graded stone chips)bedd<strong>in</strong>g over brick flat sol<strong>in</strong>g, mak<strong>in</strong>g connection to catch pits and check<strong>in</strong>g the “as-laid” pipeswith jo<strong>in</strong>ts etc. as per the draw<strong>in</strong>gs specification and direction of the Eng<strong>in</strong>eer. (The rate shall<strong>in</strong>clude all cost of materials and labour <strong>for</strong> pipes , de-water<strong>in</strong>g, bon<strong>in</strong>g rods, sight rails, level<strong>in</strong>g<strong>in</strong>struments etc. as required <strong>for</strong> the above mentioned works. Sol<strong>in</strong>g and Bed Concrete will bepaid separately.).a) 150 mm dia R.M. 300.00b) 250 mm dia R.M. 700.00c) 300 mm dia R.M. 800.00C WATER DISTRIBUTION SYSTEM12345Earth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides andramm<strong>in</strong>g of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal ofsurplus excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50m.Cum 3.15Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 2.99Provid<strong>in</strong>g and fix<strong>in</strong>g G.I. pipes complete with all types of G.I. fitt<strong>in</strong>gs, <strong>in</strong>clud<strong>in</strong>g pa<strong>in</strong>t<strong>in</strong>g twocoats or more with anticorrosive bitumastic pa<strong>in</strong>t, trench<strong>in</strong>g and refill<strong>in</strong>g etc. <strong>in</strong> external work asper clauses of Chapter - 20 of CPWD specification.40 mm dia nom<strong>in</strong>al bore M 315.0020 mm dia nom<strong>in</strong>al bore M 25.00Provid<strong>in</strong>g and fix<strong>in</strong>g gun metal gate valve with C.I. Wheel of approved quality ( screwed )complete as per clauses of Chapter - 20 of CPWD specification.40 mm dia nom<strong>in</strong>al bore EACH 3.0020 mm dia nom<strong>in</strong>al bore EACH 8.00Construction Inspection pit of <strong>in</strong>side measurement 600mm X600mm X upto 600mm (depth) with250mm thick 1st class brick work <strong>in</strong> cement mortar (1:4) on all sides bottom of the pit consist<strong>in</strong>gof 100mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat sol<strong>in</strong>g ,15 mm thick (1:4) cement plaster to <strong>in</strong>side walls and out side walls upto G.L. and 20 mm. thick(1:4) plaster to bottom of pit, provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete (1:3:6) with stone EACH 3.00chips as per direction, neat cement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surfaces, top of the pit coveredwith 100 mm thick RCC slab (1:1.5:3) stone chips and necessary re<strong>in</strong><strong>for</strong>cements upto 1% andshutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6 mm thick cement plaster (1:4) <strong>in</strong> all external surfaces of the slab and one560 mm dia RCC manhole cover of approved make supplied, fitted and fixed <strong>in</strong> the slab with157
necessary fitt<strong>in</strong>gs, necessary earthwork <strong>in</strong> excavation <strong>in</strong> all sorts of soil, fill<strong>in</strong>g sides of the pitwith earth and remov<strong>in</strong>g spoils after work complete <strong>in</strong> all respect with all costs of labour andmaterials.D LANDSCAPING AND PATHWAYS1Earth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides andramm<strong>in</strong>g of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal ofsurplus excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50Cum 0.90m.Depth upto 1500 mm2Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 0.363Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. As directed andconsolidat<strong>in</strong>g same by thorough saturation with water ramm<strong>in</strong>g complete. Includ<strong>in</strong>g the cost of CUM 1.58supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)4Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. As directed andconsolidat<strong>in</strong>g same by thorough saturation with water ramm<strong>in</strong>g complete. Includ<strong>in</strong>g the cost of CUM 145.00supply of sand.5Ord<strong>in</strong>ary Cement Concrete mix (1:1.5:3) with graded Stone Chips (20 mm nom<strong>in</strong>al size)exclud<strong>in</strong>g shutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement if anyCUM 21.756 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)upto pl<strong>in</strong>th Cum 30.007 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors.upto pl<strong>in</strong>th SQM 15.008Provid<strong>in</strong>g and lay<strong>in</strong>g 60mm thick factory made cement concrete <strong>in</strong>terlock<strong>in</strong>g paver block of M30grade made by block mak<strong>in</strong>g mach<strong>in</strong>e with strong vibratory compaction, of approved size,design & shape, laid <strong>in</strong> required colour and pattern over and <strong>in</strong>clud<strong>in</strong>g 50mm thick compacted SQM 1050.00bed of coarse sand, fill<strong>in</strong>g the jo<strong>in</strong>ts with f<strong>in</strong>e sand etc. all complete as per the direction ofEng<strong>in</strong>eer-<strong>in</strong>-charge.9 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 800.0020 mm cement plaster10M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs (i)Grill Qntl 14.40weigh<strong>in</strong>g above 10 Kg /sq.mtr and up to16 Kg./sq.mtr . Ground FloorE EXTERNAL SEWERAGE1Earthwork <strong>in</strong> excavation <strong>in</strong> dra<strong>in</strong>s and other structures <strong>in</strong> all sorts of soil or loose material<strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g surplus spoils and debris to a maximum lead of 100m <strong>in</strong>clud<strong>in</strong>g bail<strong>in</strong>g out<strong>in</strong>g manually or by pumps as per specification and draw<strong>in</strong>g and as directed by the Eng<strong>in</strong>eer.CUM 0.36158
23456(Trench shall be kept dry by dewater<strong>in</strong>g and removal of slush.)Depth of excavation not exceed<strong>in</strong>g 1.5m below G.LEarth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisof measurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. CUM 0.41Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g with cement jo<strong>in</strong>t<strong>in</strong>g (3:1) salt glazed stoneware pipe <strong>in</strong>clud<strong>in</strong>gexcavation of earth upto 1.50 meter depth <strong>in</strong> all sorts of soil both mixed or unmixed and refill<strong>in</strong>g150 mm M 45.00Construction of <strong>in</strong>spection pit of <strong>in</strong>side measurements 600x600x600mm depth with 250mm thk.1st class brickwork <strong>in</strong> cement mortar 1:4 on all sides , bottom of pit consists of 100mm thk.Cement concrete 1:3:6 with stone chips over a layer of jhama bricks flat sol<strong>in</strong>g , 15mmthk. (1:4) cement plaster to <strong>in</strong>side walls and outside upto gl and 20mm thk. 1:4 plaster <strong>in</strong> bottom of thepit , provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete 1:3:6 with stone chips as per direction ,neat cement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surface , top of the pit cover with 100mm thk. RCC slab(1:1.5:3) with stone chips and necessary re<strong>in</strong><strong>for</strong>cements upto 1% and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6mmthk. cement plaster 1:4 on all external surfaces of the slab and one 560 mm dia RCC manholecover of approved make supplied , fitted and fixed <strong>in</strong> the slab with necessary fitt<strong>in</strong>gs , necessaryearthwork <strong>in</strong> excavation <strong>in</strong> allsorts of soil , fill<strong>in</strong>g sides of the pit with earth and remov<strong>in</strong>g soiland work complete <strong>in</strong> all respect with all cost of labour and materials.With pakur variety. EACH 10.00Construction of septic tank of different capacities as per approved draw<strong>in</strong>g with 1st class brickwork <strong>in</strong> cement mortar (1:4) <strong>in</strong>clud<strong>in</strong>g two 560 mm dia. RCC manhole cover (heavy type) ofapproved make supplied, fitted and fixed <strong>in</strong> the 100mm thick RCC (1:1.5:3) top slab withnecessary fitt<strong>in</strong>gs, 20mm thick cement plaster (4 : 1) with neat cement f<strong>in</strong>ish to the <strong>in</strong>ternalsurface and 15mm thick cement plaster (4 :1) to out side wall up to 200 mm bellow G.L. floorf<strong>in</strong>ished with 25 mm thick grey artificial stone over 100 mm thick RCC (1:1.5:3) bottom slab<strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g all necessary special, fitt<strong>in</strong>g, S.W. tees, C.I. foot rest etc.<strong>in</strong>clud<strong>in</strong>g excavation earth <strong>in</strong> all sorts of soil, shor<strong>in</strong>g, bail<strong>in</strong>g out and pump<strong>in</strong>g out water asnecessary, ramm<strong>in</strong>g, dress<strong>in</strong>g the bed and fill<strong>in</strong>g the sides of the tanks with earth remov<strong>in</strong>gspoils, fill<strong>in</strong>g up chamber with water, remov<strong>in</strong>g <strong>for</strong>eign materials from the chamber and<strong>in</strong>clud<strong>in</strong>g construct<strong>in</strong>g attached <strong>in</strong>spection pit as per approved draw<strong>in</strong>g and connect<strong>in</strong>g allnecessary pipes, jo<strong>in</strong>ts etc. with <strong>in</strong>ternal plaster work and artificial stone floor<strong>in</strong>g is to done withadmixture of water proof<strong>in</strong>g compound @ 0.5 % by weight of cement with all costs of labourand material.<strong>for</strong> 50 user EACH 4.00Construction of circular soak well 2.5m deep <strong>in</strong> all types of sandy soils with dry brick work upto1.6m the bottom hav<strong>in</strong>g 150mm <strong>in</strong>termediate cement brick (1:4) band all round cement brickwork (1:4)band all round & cement brick work (1:4) upto 0.90m. From top with 20mm thickEACH 4.00cement plaster<strong>in</strong>g (1:4)<strong>in</strong> side face upto the depth of cement brick work, 15mm thick cement159
plaster (1:4) on outer face from top of the well upto G.L. & 6mm thick cement plaster (1:4) ontop of the R.C.C. cover slab <strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g bottom 1.0m. of the well with brick metal (50mm to63mm size) <strong>in</strong>clud<strong>in</strong>g R.C.C cover slab of 100mm thick with cement concrete (1:1.5:3) withstone chips with necessary re<strong>in</strong><strong>for</strong>cement & shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g one 560 mm dia R.C.C.manhole cover slab with necessary fitt<strong>in</strong>gs mak<strong>in</strong>g necessary arrangements <strong>for</strong> pipe connectionsexcavations of well <strong>in</strong>clud<strong>in</strong>g shor<strong>in</strong>g dewater<strong>in</strong>g & remov<strong>in</strong>g the excess earth from the premisesas per direction complete <strong>in</strong> all respect with all costs of labour & materials with 250mm thick drybrick work & 250mm thick cement brick work (6:1) & 1.00m <strong>in</strong>side diaF EXTERNAL ELECTRICALSUB-HEAD - A: INTERNAL WIRING1 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 20.002 Lay<strong>in</strong>g on Wall / surface with Saddles / clamps2.1Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earthl<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necessary mend<strong>in</strong>g goodRM 5.00damages and pa<strong>in</strong>t<strong>in</strong>g2.2Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earthl<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necessary. mend<strong>in</strong>g goodRM 10.00damages and pa<strong>in</strong>t<strong>in</strong>g3 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonry trench<strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 15.004 Lay<strong>in</strong>g through Underground Trench4.1Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre,<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil,RM 150.00levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed4.2Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal), the trench size : 680 mm x 760mm average depth, with brick protection on the topof each cable8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separatorRM 100.00between the bricks and cables and also trench to be filled up with shifted soil, levell<strong>in</strong>g up andrestor<strong>in</strong>g surface duly rammed4.3Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables RM 50.00<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed5 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :160
5.1 For 2 coreupto 4 sqmm Each 4.005.2 For 4 coreupto 4 sqmm Each 100.006 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials :6.1 2 core 4 sqmm cable Set 4.006.2 4 core 4 sqmm cable Set 100.007 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as required7.1 50 mm dia metre 5.007.2 100 mm dia metre 5.008Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.8.1 2C, 4 sqmm. RM 20.008.2 4C, 4 sqmm. RM 300.009Supply<strong>in</strong>g & fix<strong>in</strong>g CI water proof loop<strong>in</strong>g cable box hav<strong>in</strong>g CI top cover of 4mm thick withrubber gasket l<strong>in</strong><strong>in</strong>g, railway type mechanical lock<strong>in</strong>g arrangement, earthl<strong>in</strong>g term<strong>in</strong>al with lugetc. of the follow<strong>in</strong>g sizes complete with suitable size Al bus bars with holes (<strong>for</strong> phase, N & E)fixed on Bakelite / hard rubber <strong>in</strong>sulator over the MS welded chairs, hous<strong>in</strong>g the same 450mmabove ground with 25mm x 6mm thick angle iron frame / legs on CC muff<strong>in</strong>g (6:3:1) <strong>in</strong>cl.pa<strong>in</strong>t<strong>in</strong>g, mak<strong>in</strong>g connection complete etc.300mm x 200mm x 65mm Set 20.0010Provid<strong>in</strong>g CC (6:3:1) pole base foundation of 600 x 600 mm <strong>in</strong> size with PCC sol<strong>in</strong>g at 760mmdepth below ground level or equivalent size of square base with 450mm high muff<strong>in</strong>g aboveground level complete with 3mm thick neatly f<strong>in</strong>ished cement plaster around with 250mm x 250Set 3.00mm x 100 mm CI loop box.11Supply and <strong>in</strong>stallation of local earthl<strong>in</strong>g station <strong>for</strong> external light<strong>in</strong>g system etc. with 16mm dia.,2.0 m long G.I. rod with double nuts and washer driven below the ground level and mak<strong>in</strong>g Set 53.00connection with 8 SWG G.I. Wire from earthl<strong>in</strong>g station to JB.SUB-HEAD - B: DISTRIBUTION BOARD AND CONTROL PANEL12Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g way prewired vertical type TP&N MCB distribution board ofsteel sheet <strong>for</strong> 415 volts on surface/recess complete with loose wire box of sheet steel, dustprotected, duly powder pa<strong>in</strong>ted, <strong>in</strong>clusive of 200 amps t<strong>in</strong>ned copper bus bar, common neutrall<strong>in</strong>k, earth bar, d<strong>in</strong> bar <strong>for</strong> mount<strong>in</strong>g MCB's, term<strong>in</strong>al connectors <strong>for</strong> all <strong>in</strong>com<strong>in</strong>g and outgo<strong>in</strong>gcircuits, duly prewired with adequate size of FR PVC <strong>in</strong>sulated copper conductor upto the161
term<strong>in</strong>al connector/ neutral l<strong>in</strong>k, earthl<strong>in</strong>g etc as required (But without MCB/ RCCB/ Isolator).(Note : Prewired vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way Double door Each 1.00Supply<strong>in</strong>g and fix<strong>in</strong>g 5 amps to 32 amps rat<strong>in</strong>g, 240/415 volts, "C" curve, m<strong>in</strong>iature circuit13 breaker suitable <strong>for</strong> <strong>in</strong>ductive load of follow<strong>in</strong>g poles <strong>in</strong> the exist<strong>in</strong>g MCB DB complete withconnections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.Triple pole Each 4.0014Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g rat<strong>in</strong>g, four pole, 415 volts, isolator <strong>in</strong> the exist<strong>in</strong>g MCB DBcomplete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.40 amps Each 1.0015Supply<strong>in</strong>g and fix<strong>in</strong>g s<strong>in</strong>gle pole blank<strong>in</strong>g plate <strong>in</strong> the exist<strong>in</strong>g MCB DB complete etc. asrequired.Each 4.00SUB-HEAD -C: INSTALLATION OF FIXTURES16 Fix<strong>in</strong>g of outdoor type Bollard light ( <strong>in</strong>clud<strong>in</strong>g base foundation & mak<strong>in</strong>g connection ) Each 20.0017Erection of metallic pole of follow<strong>in</strong>g length <strong>in</strong> cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 40 mm nom<strong>in</strong>al size) foundation <strong>in</strong>clud<strong>in</strong>g excavation and refill<strong>in</strong>g etc.as required.Above 4.5 metre and upto 6.5 metre Each 3.0018Fix<strong>in</strong>g only outdoor street light type fluorescent light fitt<strong>in</strong>g or MV light fitt<strong>in</strong>g complete with allaccessories to be fixed with pole <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g holes / provid<strong>in</strong>g clamp<strong>in</strong>g arrangement & Each 3.00necessary GI reducer as required etc.SUB-HEAD - D: SUPPLY OF FIXTURE19Supply of outdoor type Bollard light fitt<strong>in</strong>gs ( similar type : Philips make type no. FGC1001xPLS9W with Lamp 1xPLS9W.)Each 20.0020Supply of octagonal tubular pole of 5m long of con<strong>for</strong>med IS : 2713-1969. The bottom sectionof the pole shall be 130 mm dia. & the top portion shall be 70 mm dia., sheet of 3 mm thick with230mm x 230mm x 12mm thick base plate.Required length of 3 x 2.5 sqmm. PVC <strong>in</strong>sulated copper wire shall be provided <strong>for</strong> connect<strong>in</strong>gthe light fitt<strong>in</strong>gs from the junction box. The M.S. mount<strong>in</strong>g bracket shall be fixed on top of thepole <strong>for</strong> fix<strong>in</strong>g light fitt<strong>in</strong>gs.S<strong>in</strong>gle fitt<strong>in</strong>g type Each 3.00G1HORTICULTUREPlant<strong>in</strong>g and grow<strong>in</strong>g of follow<strong>in</strong>g trees / plants / hedges as per design and draw<strong>in</strong>g of 0.5 to 1 mheight <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and all other ma<strong>in</strong>tenance of one yeara) Lemon grass No 1000.00b) Acalipha wilcasiana RED No 2000.00c) Acalipha wilcasiana GREEN No 2000.002Grass<strong>in</strong>g with Doob grass <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ma<strong>in</strong>tenance of the lawn <strong>for</strong> 1 Year or more tillthe grass <strong>for</strong>ms a thick lawn, free from weeds and fit <strong>for</strong> mow<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g good earth,Sqm 55.00162
34H123if needed (the good earth shall be paid <strong>for</strong> separately).Good Earth fill<strong>in</strong>g (area mentioned below) Supply<strong>in</strong>g and stack<strong>in</strong>g of sweet earth at site<strong>in</strong>clud<strong>in</strong>g royalty and carriage up to 1 km. (earth measured <strong>in</strong> stacks will be reduced by 20% <strong>for</strong>payment )Preparation of beds <strong>for</strong> hedg<strong>in</strong>g and shrubbery by excavat<strong>in</strong>g 60 cm deep and trench<strong>in</strong>g theexcavated base to a further depth of 30 cm, refill<strong>in</strong>g the excavated earth after break<strong>in</strong>g clods andmix<strong>in</strong>g with sludge or manure <strong>in</strong> the ratio of 8:1 (8 parts of stacked volume of earth afterreduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),flood<strong>in</strong>g with water, fill<strong>in</strong>g with earth if necessary, water<strong>in</strong>g and f<strong>in</strong>ally f<strong>in</strong>e dress<strong>in</strong>g, levell<strong>in</strong>getc. <strong>in</strong>clud<strong>in</strong>g stack<strong>in</strong>g and disposal of materials declared unserviceable and surplus earth byspread<strong>in</strong>g and level<strong>in</strong>g as directed, with<strong>in</strong> a lead of 50 m, lift up to 1.5 m complete <strong>in</strong>clud<strong>in</strong>g thecost of sludge, manure.DISMANTLINGDismantl<strong>in</strong>g all types of masonary except<strong>in</strong>g cement concrete pla<strong>in</strong> or re<strong>in</strong><strong>for</strong>ced, stack<strong>in</strong>gservicable materials at site and remov<strong>in</strong>g rubbish as directed with<strong>in</strong> a lead of 75 m.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roofDismanlt<strong>in</strong>g all types of pla<strong>in</strong> cement concrete works, stack<strong>in</strong>g servicable materials at site andremov<strong>in</strong>g rubbish as directed with<strong>in</strong> a lead of 75 m.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roof upto 150mm thickDismanlt<strong>in</strong>g R. C. floor, roof, beams, etc. <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g rods and remov<strong>in</strong>g rubbish asdirected with<strong>in</strong> a lead of 75 m <strong>in</strong>clud<strong>in</strong>g stack<strong>in</strong>g of steel bars.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roofCum 550.00Cum 800.00cum 40.00cum 20.00cum 55.00HAWKERS KIOSK (44 Nos., 90 sqft Area)RATESL.IN IN WORDD E S C R I P T I O NUNITNO.FIGUREQUANTITYCIVIL WORKSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed1soil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g,spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches.levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completeDepth of foundation upto 1500mm Cum 89.10Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 1502mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basisCumof measurement of f<strong>in</strong>ished quantity of work). With earth obta<strong>in</strong>ed from excavation of44.55foundation.3 Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>g Cum 62.04AMOUNT (Rs)163
4shutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code Pakur varietyHire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surfaces of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Steel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.Sqm 275.445S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 646.806 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 922.2420 mm cement plaster7F<strong>in</strong>ish<strong>in</strong>g with Epoxy pa<strong>in</strong>t (two or more coats) at all locations prepared and applied as permanufacturer's specifications <strong>in</strong>clud<strong>in</strong>g appropriate prim<strong>in</strong>g coat, preparation of surface, etc. Sqm 1,888.92complete on steel work8M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flats,bars, tubes, angle, posts <strong>for</strong> structural works, w<strong>in</strong>dows, rail<strong>in</strong>g etc. fitted and fixed withnecessary grout<strong>in</strong>g, weild<strong>in</strong>g, clamps, screws and lugs. Grill weigh<strong>in</strong>g above 10 Kg / sqm and upMT 32.69to 20 Kg / sqm.complete <strong>in</strong> all respect as per the direction of Eng<strong>in</strong>eer In Charge9Fix<strong>in</strong>g post of iron by digg<strong>in</strong>g hole <strong>in</strong> the ground (<strong>in</strong> all sorts of soil) and embedd<strong>in</strong>g the sameby pack<strong>in</strong>g the hole with cement concrete (1:3:6) and f<strong>in</strong>ish<strong>in</strong>g the top surface to regular shape(asdirected)Each 352.00Avg. Dia of hole 300mm & depth 500mm10Alum<strong>in</strong>ium Composite Pannels works with 1st class quality and approved design and materials(exclud<strong>in</strong>g support<strong>in</strong>g framework) fitted and fixed with hook bolts and nuts, sheet bolts, limpetand bitumen washers and putty with end lap & side lap complete <strong>in</strong> all respect as per thedirection of the Eng<strong>in</strong>eer In ChargeSqm 1,131.35HAWKERS KIOSK (1 No, 100 sqft rea)SL.NO.1RATEIN WORDD E S C R I P T I O N UNIT IN FIGURECIVIL WORKSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixedsoil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g,spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches, levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required complete.QUANTITYCum 1.50AMOUNT (Rs)164
245Depth of foundation upto 1500mmEarth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made onbasis of measurement of f<strong>in</strong>ished quantity of work) with earth obta<strong>in</strong>ed from excavation offoundation.Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code Pakur varietyHire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Cum 0.75Cum 1.41789101112Steel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement.20 mm cement plasterF<strong>in</strong>ish<strong>in</strong>g with Epoxy pa<strong>in</strong>t (two or more coats) at all locations prepared and applied as permanufacturer's specifications <strong>in</strong>clud<strong>in</strong>g appropriate prim<strong>in</strong>g coat, preparation of surface, etc.complete on steel workM.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flats,bars, tubes, angle, posts <strong>for</strong> structural works, w<strong>in</strong>dows, rail<strong>in</strong>g etc. fitted and fixed withnecessary grout<strong>in</strong>g, weild<strong>in</strong>g, clamps, screws and lugs. Grill weigh<strong>in</strong>g above 10 Kg / sqm and upto 20 Kg / sqm.complete <strong>in</strong> all respect as per the direction of Eng<strong>in</strong>eer In ChargeFix<strong>in</strong>g post of iron by digg<strong>in</strong>g hole <strong>in</strong> the ground (<strong>in</strong> all sorts of soil) and embedd<strong>in</strong>g the sameby pack<strong>in</strong>g the hole with cement concrete (1:3:6) and f<strong>in</strong>ish<strong>in</strong>g the top surface to regular shape(asdirected)Avg. Dia of hole 300mm & depth 500mmAlum<strong>in</strong>ium Composite Pannels works with 1st class quality and approved design and materials(exclud<strong>in</strong>g support<strong>in</strong>g framework) fitted and fixed with hook bolts and nuts, sheet bolts, limpetand bitumen washers and putty with end lap & side lap complete <strong>in</strong> all respect as per thedirection of the Eng<strong>in</strong>eer In ChargeSqm 6.76Sqm 15.15SQM 21.91Sqm 41.60MT 0.75Each 8.00Sqm 25.71HAWKERS KIOSK (11 nos, 130 sqft Area)RATESL. D E S C R I P T I O N UNIT IN FIGURE IN WORD QUANTITY AMOUNT (Rs)165
NO.1234CIVIL WORKSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixedsoil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches. levell<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required complete.Depth of foundation upto 1500mmEarth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made onbasis of measurement of f<strong>in</strong>ished quantity of work) with earth obta<strong>in</strong>ed from excavation offoundation.Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code Pakur varietyHire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works. (upto roof of ground floor)Cum 20.42Cum 17.93Steel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.Sqm 79.755S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 171.386 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 251.1320 mm cement plaster7F<strong>in</strong>ish<strong>in</strong>g with Epoxy pa<strong>in</strong>t (two or more coats) at all locations prepared and applied as permanufacturer's specifications <strong>in</strong>clud<strong>in</strong>g appropriate prim<strong>in</strong>g coat, preparation of surface, etc. Sqm 560.56complete on steel work8M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flats,bars, tubes, angle, posts <strong>for</strong> structural works, w<strong>in</strong>dows, rail<strong>in</strong>g etc. fitted and fixed withnecessary grout<strong>in</strong>g, weild<strong>in</strong>g, clamps, screws and lugs. Grill weigh<strong>in</strong>g above 10 Kg / sqm andMT 10.09up to 20 Kg / sqm.complete <strong>in</strong> all respect as per the direction of Eng<strong>in</strong>eer In Charge9Fix<strong>in</strong>g post of iron by digg<strong>in</strong>g hole <strong>in</strong> the ground (<strong>in</strong> all sorts of soil) and embedd<strong>in</strong>g the sameby pack<strong>in</strong>g the hole with cement concrete (1:3:6) and f<strong>in</strong>ish<strong>in</strong>g the top surface to regular shape(asdirected)Each 88.00Avg. Dia of hole 300mm & depth 500mm10Alum<strong>in</strong>ium Composite Pannels works with 1st class quality and approved design and materials(exclud<strong>in</strong>g support<strong>in</strong>g framework) fitted and fixed with hook bolts and nuts, sheet bolts, limpetand bitumen washers and putty with end lap & side lap complete <strong>in</strong> all respect as per theSqm 313.09166
direction of the Eng<strong>in</strong>eer In ChargeHAWKERS KIOSK ELECTRICAL (56 Nos)SL.NO.RATEIN WORDD E S C R I P T I O N UNIT IN FIGUREINTERNAL ELECTRICAL WORKS1 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsLay<strong>in</strong>g of cable upto 2 core 25 sq mm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>ga) attachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damagesand pa<strong>in</strong>t<strong>in</strong>gb)Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damagesand pa<strong>in</strong>t<strong>in</strong>g2 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonarytrench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 core3 Lay<strong>in</strong>g through Underground TrenchLay<strong>in</strong>g of one no. cable upto 35 sq mm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre,a)<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil,level<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammedb)c)Lay<strong>in</strong>g of two cables upto 35 sq mm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal), the trench size : 680 mm x 760mm average depth, with brick protection on the topof each cable 8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separatorbetween the bricks and cables and also trench to be filled up with shifted soil, levell<strong>in</strong>g up andrestor<strong>in</strong>g surface duly rammedLay<strong>in</strong>g of three cables upto 35 sq mm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammedQUANTITYRM 200.00RM 5.00RM 200.00RM 700.00RM 600.00RM 300.004 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubberr<strong>in</strong>g <strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 coreupto 4 sqmm Each 120.00b) For 4 coreAMOUNT (Rs)167
upto 6 sqmm Each 2.00c) For 4 coreupto 4 sqmm Each 6.005 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl.supply<strong>in</strong>g and fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>gmaterials :a) 2 core 4 sqmm cable Set 120.00b) 4 core 6 sqmm cable Set 2.00c) 4 core 4 sqmm cable Set 6.006 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g metarials as requireda) 25 mm dia metre 5.00b) 50 mm dia metre 5.00c) 80 mm dia metre 5.00d) 100 mm dia metre 5.007Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable,con<strong>for</strong>m<strong>in</strong>g to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.a) 2C, 4 sqmm. RM 2,000.00b) 4C, 4 sqmm. RM 20.00c) 4C, 6 sqmm. RM 5.008 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mtrs. long and 1 x 4 SWG GI (Hot Dip)wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S &F15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the groundlevel and partly above ground level driven to an average depth of 3.65 Mts. below the groundlevel & restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 14.009Extra <strong>for</strong> provid<strong>in</strong>g masonary enclosure on the top of the earth electrode of overall size 86.36cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of25 cm width duly plastered with cement mortar (<strong>in</strong>side) CI h<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 Set 14.00cm x 35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm diaholes on the GI pipe10 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Set 14.0011 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>g Mtr. 5.00168
clearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete with GIbolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required12 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as belowon wall / floor with staples buried <strong>in</strong>side wall / floor as required and mak<strong>in</strong>g connection toequipments with bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damagesNo. 8 SWG Mtr. 50.0013Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of vertical Each 14.00conductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts,check-nuts, spr<strong>in</strong>g washers etc. as required.14Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays withper<strong>for</strong>ation not more than 17.5%, <strong>in</strong> convenient sections, jo<strong>in</strong>ed with connectors, suspendedfrom the ceil<strong>in</strong>g with M.S. suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc asrequired.600 mm width X 50 mm depth X 2.0 mm thickness Metre 2.0015Supply<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g follow<strong>in</strong>g size of per<strong>for</strong>ated pre-pa<strong>in</strong>ted M.S. cable trays bends withper<strong>for</strong>ation not more than 17.5%, jo<strong>in</strong>ed with connectors, suspended from the ceil<strong>in</strong>g with M.S.suspenders <strong>in</strong>clud<strong>in</strong>g bolts & nuts, pa<strong>in</strong>t<strong>in</strong>g suspenders etc as required.600 mm width X 50 mm depth X 2.0 mm thickness Each 116SUB-HEAD - B: DISTRIBUTION BOARD AND CONTROL PANELSupply<strong>in</strong>g and fix<strong>in</strong>g 415V,16-32A per way, TPN MCB DB with SS enclosure double-door withIP-42/43 protection with Four Pole Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) asoutgo<strong>in</strong>g, concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish<strong>in</strong>cl. <strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachmentLegranda) 6 way Enclosure (607716), 80A FP Isolator, 18 no. SP MCB Each 1.00b) 8 way Enclosure (607717), 80A FP Isolator, 24 no. SP MCB Each 2.0017Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g way prewired vertical type TP&N MCB distribution board ofsteel sheet <strong>for</strong> 415 volts on surface/recess complete with loose wire box of sheet steel, dustprotected, duly powder pa<strong>in</strong>ted, <strong>in</strong>clusive of 200 amps t<strong>in</strong>ned copper bus bar, common neutrall<strong>in</strong>k, earth bar, d<strong>in</strong> bar <strong>for</strong> mount<strong>in</strong>g MCB's, term<strong>in</strong>al connectors <strong>for</strong> all <strong>in</strong>com<strong>in</strong>g and outgo<strong>in</strong>gcircuits, duly prewired with adequate size of FR PVC <strong>in</strong>sulated copper conductor upto theterm<strong>in</strong>al connector/ neutral l<strong>in</strong>k, earth<strong>in</strong>g etc as required (But without MCB/ RCCB/ Isolator).(Note : Prewired vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way Double door Each 1.00169
Supply<strong>in</strong>g and fix<strong>in</strong>g 5 amps to 32 amps rat<strong>in</strong>g, 240/415 volts, "C" curve, m<strong>in</strong>iature circuit18 breaker suitable <strong>for</strong> <strong>in</strong>ductive load of follow<strong>in</strong>g poles <strong>in</strong> the exist<strong>in</strong>g MCB DB complete withconnections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.a) S<strong>in</strong>gle pole Each 58.00b) Double pole Each 58.00c) Triple pole Each 4.0019Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g rat<strong>in</strong>g, four pole, 415 volts, isolator <strong>in</strong> the exist<strong>in</strong>g MCB DBcomplete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.40 amps Each 1.0020Supply<strong>in</strong>g and fix<strong>in</strong>g DP sheet steel enclosure on surface / recess without MCB (separatelysupply), complete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.Each 116.0021Supply<strong>in</strong>g and fix<strong>in</strong>g s<strong>in</strong>gle pole blank<strong>in</strong>g plate <strong>in</strong> the exist<strong>in</strong>g MCB DB complete etc. asrequired.Each 62.00SUB-HEAD -C: SUPPLY & INSTALLATION OF METER22P&F of IP51 direct 1x240volts , 50 Hz static watt-hour meter (kwh) hav<strong>in</strong>g resolution 0.1 / 0.01kwh , 1/ 0.5 accuracy class , LED <strong>in</strong>dicators <strong>for</strong> tamper operation ( Reverse & /or earthconnection) , pulsat<strong>in</strong>g LED <strong>in</strong>dicator <strong>for</strong> metrology, electromechanical counter, cover plate <strong>for</strong>body and term<strong>in</strong>al seal<strong>in</strong>g, <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection, test<strong>in</strong>g etc. as required.up to 40 ampere s<strong>in</strong>gle phase meter Each 58.00Schedule of Quantities <strong>for</strong> Beach Amenity (Civil Works) at Land opposite to Saikatabas, <strong>Digha</strong>SL.NO.RATEIN WORDDESCRIPTION UNIT IN FIGUREQUANTITYCIVIL WORKSA EARTHWORKEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed1soil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches. level<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500 mm Cum 104b) Depth of foundation 1500 mm to 3000 mm Cum 332Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete. (Payment to be made onbasis of measurement of f<strong>in</strong>ished quantity of work)a) With earth obta<strong>in</strong>ed from excavation of foundation Cum 80b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3 km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 123 Hire & Labour charges <strong>for</strong> shor<strong>in</strong>g work (<strong>in</strong>clud<strong>in</strong>g necessary close plank wall<strong>in</strong>g, fram<strong>in</strong>gAMOUNT (Rs.)170
Eucalyptus / Jhou bulla pill<strong>in</strong>g shutter<strong>in</strong>g etc.) complete as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>charge<strong>for</strong> foundation excavation (vertical surface are <strong>in</strong> contact with supported earth is to bemeasured)a) Depth upto 1.5 m sqm 10b) For additional depth beyond 1.5 m & upto 3.00 m sqm 304 Pre-constructional antitermite measuresa)Anti termite treatment to bottom surface (<strong>in</strong> case of masonry foundation and basements) and thesides (upto a height of 300 mm from bottom) of the excavation trenches with chemical emulsionby admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) with water by weightat the rate of 5 Litres per Sq.M area. The work shall be carried out as per specificationSqm 134described <strong>in</strong> 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurement will be the plan areaof foundation treated)b)Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates ( 1% concentration)with water by weight at the rate of 5 Litres per Sq.M of the surface be<strong>for</strong>e sand bed or sub-gradeis laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. center to center both ways shall be madewith 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with theSqm 147chemical emulsion. The work shall be carried out as per specification described <strong>in</strong> para 6.4 ofcode IS-6313 (part -II) 1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>thtreated.)Pre-constructional anti termite measuresc)Treatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 litersSqm 200per sqm of the vertical surface of the substructure of each side of the foundation.5Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost Cum. 50of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)B CEMENT CONCRETE WORK6Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code(a) Pakur variety Cum 377Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevantspecial publications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g ofconcrete cubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge consumption of cement will not be lessthan 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actualconsumption will be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix foumula. In groundfloor and foundation.[us<strong>in</strong>g concrete mixture]M 25 Grade171
a) Upto pl<strong>in</strong>th Cum 59b) Ground Floor Cum 1208Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surfaces of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of works.Steel shutter<strong>in</strong>g or 9 to 12 mm thick Approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concretework.a) Upto pl<strong>in</strong>th Sqm 133b) Ground Floor Sqm 3339Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g us<strong>in</strong>g approvedprops and surfaces with required brac<strong>in</strong>g <strong>for</strong> concrete decorative structures <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g,fix<strong>in</strong>g and strik<strong>in</strong>g out after completion of works. Steel shutter<strong>in</strong>g or 9 to 12 mm thick approvedsqm 624quality ply board shutter<strong>in</strong>g <strong>in</strong> any decorative concrete work.10Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distributionbars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods , <strong>in</strong>itial straighten<strong>in</strong>g and removal of looserust (if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong>proper position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, completeas per draw<strong>in</strong>g and directionTor Steel / Mild Steel M.T. 15C BRICKWORK11S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 24112 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) Upto pl<strong>in</strong>th Cum 9b) Ground Floor Cum 7313 125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors Sqm 102D PLASTERING14Plaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of concrete surface,<strong>in</strong>clud<strong>in</strong>g throat<strong>in</strong>g, nos<strong>in</strong>g and drip course where necessary. Ground Floora) 20 mm thick plaster (External) 1:6 Sqm 206b) 15 mm thick plaster (Internal) 1:6 Sqm 376c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4 Sqm 196E FLOORING15Supply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than600 mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar (1:4)and 2 mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91Kg./Sq.M or us<strong>in</strong>g172
polymerised adhesive (6mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor/Mosaic etc without any back<strong>in</strong>g course ) laid after application slurry us<strong>in</strong>g 1.75kg of cement persqm below mortar only, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>g pigment tomatch with colour of tiles/ epoxy grout materials of approved make as directed & removal ofwax coat<strong>in</strong>g of top surface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft & dry clothupto mirror f<strong>in</strong>ish complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other <strong>in</strong>cidentalcharges complete true to the manufacturer's specification and direction of Eng<strong>in</strong>eer-<strong>in</strong>-Charge.(white cement, synthetic adhesive and grout material to be supplied by contractor)Light ColourWith application slurry @1.75 kg / Sqm. 20 mm sand cement mortar (1:4) & 2 mm thick cementslurry at back side of tiles, 0.2 kg / Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentSqm 11016Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st class grade & quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish, antiskid <strong>in</strong>floors with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side oftiles us<strong>in</strong>g cement @ 2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/SqmSqm 125(Coloured decorative). Area of each tile above 0.09 Sqm17Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st class grade & quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish <strong>in</strong> wallswith cement sand mortar (1:3) 15mm thk and cement slurry 2 mm thk. At back side of tilesus<strong>in</strong>g cement @2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/SqmSqm 315(Coloured decorative). Area of each tile above 0.09 SqmF DOOR / WINDOWS18Wood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at thecontact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp. Cum 1a) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.19Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fittedwith 37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and <strong>in</strong>ternallipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc. completeSqm 56<strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and other fitt<strong>in</strong>gs.35 mm thick shutters20Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g <strong>in</strong> position Alum<strong>in</strong>ium glazed casement w<strong>in</strong>dows and casementcum fixed w<strong>in</strong>dows, skylights ventilators with 4 mm thick clear float glass <strong>in</strong> natural mat f<strong>in</strong>ishanodised (15 - 18 micron) alum<strong>in</strong>ium section (Indal or similar approved) of series 40 ofalum<strong>in</strong>ium alloy extrusions con<strong>for</strong>m<strong>in</strong>g to IS:733 - 1983 & IS:1285 - 1975 and con<strong>for</strong>m<strong>in</strong>g toIS:1868 - 1983 <strong>for</strong> fabrication of composite w<strong>in</strong>dows, jo<strong>in</strong>ted crimped with sta<strong>in</strong>less steel Sqm 13friction stay, handles, locks, glaz<strong>in</strong>g clips, EPDM gasket, weather pile <strong>in</strong> frame grooves, nickelchrome plated fix<strong>in</strong>g screws (GKW make or equivalent) all of approved make <strong>in</strong>clud<strong>in</strong>g allmaterials and labour as per draw<strong>in</strong>gs, direction of the Eng<strong>in</strong>eer In Charge and specificationscomplete <strong>in</strong>clud<strong>in</strong>g all accessories. etc.21 Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS 2835-19874 mm thick clear glass Sqm 13173
22Wood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted andfixed complete.(a) HallakCum 123M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grill weigh<strong>in</strong>gabove 10 Kg / sqm and up to16 Kg / sqma) Ground Floor MT 1b) First Floor MT 124Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100mm x58mm x 1.9mm )Nos 128252627G282930Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws:225 mm long x 10mm dia bolt Nos 64Anodised alim<strong>in</strong>ium D-type handle of approved quality manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to I.S. specification (I.S. 230/72) fitted and fixed complete. 125 mm grip X 12 mm Nos 20dia rodSupply<strong>in</strong>g Godrej Mortice lock Chromium plated with latch and keys four level <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>gand fix<strong>in</strong>g completeNos 29FINISHINGRender<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approvedmake and brand (1.5mm thick)Sqm 572Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly, complete asper manufacturer's specification and as per direction of the EIC.Sqm 206In Ground Floor:One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as per direction of EIC to be applied over acrylicprimer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidentalcharges but exclud<strong>in</strong>g the cost of primer.Sqm 20631GroundFloorTwo coats.Apply<strong>in</strong>g Interior grade acrylic primer, hav<strong>in</strong>g low VOC (Volatile Organic Compound )content, of approved quality and brand on plastered or concrete surface old or new surface toreceive Distemper/Acrylic emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surfacethroughly,complete as per manufacturer's specification and as per direction of the EIC. OneSqm 572174
32333435H36coatsSolvent based <strong>in</strong>terior grade Acrylic primerApply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t,hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than50 grams/ litre, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong><strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty. Two coats. Luxury qualityPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile OrganicCompound) of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc.<strong>in</strong>clud<strong>in</strong>g us<strong>in</strong>g of approved putty etc. on the surface if necessary. Two coats (with any shadeexcept white) with super glossPrim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g lowVOC (Volatile Organic Compound) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces bysand paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new (by the application of2 coats of slurry prepared with latex of approved brand , water and cement <strong>in</strong> the proportion of(lPW CEMENT 1:4:6) by volume, with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 (four) hours to 14(fourteen) hours between the two layers, lay<strong>in</strong>g 20 mm thick & sand & cement consolidatedplaster (1:4) admixed with plastocrete super of approved brand 0.2 % by weight of cement,lay<strong>in</strong>g flat 1st class brick bats / bricks over the mortar keep<strong>in</strong>g a gap of 10-20 mm between twobats, fill<strong>in</strong>g the vertical jo<strong>in</strong>ts with the a<strong>for</strong>esaid mortar, provid<strong>in</strong>g a second layer of 20 mmthick sand & cement plaster (1:4) admixed with plastocrete super as above over the brick layer,the top surface of the treatment should be chequered to provide the antistrip propertya) By Bricks (cement 25.66 kg / sqm)Sqm 572Sqm 125Sqm 112Sqm 13Sqm 134Schedule of Quantities <strong>for</strong> Beach Amenity (Sanitary & Plumb<strong>in</strong>g Works) at Land opposite to Saikatabas, <strong>Digha</strong>SL.NO.AINTERNAL SANITARY AND PLUMBING WORKSSUBHEAD “A”:- SANITARY FITTINGS & FIXINGSRATEIN WORDDESCRIPTION UNIT IN FIGUREQUANTITYAMOUNT (Rs.)12Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Orissa pattern water closet <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position complete exclud<strong>in</strong>g 'P' or 'S' trap (exclud<strong>in</strong>g cost of concrete <strong>for</strong> fix<strong>in</strong>g)580 mm X 440 mmSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g E.W.C. <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of approved makecomplete <strong>in</strong> position with necessary bolts, nuts, etc.Sets 2Each 4175
3456(a) With 'S' trapSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Closet seat of approved make with lid and C.P h<strong>in</strong>ges, rubber bufferand brass screws complete.(a) E.W.C. Bestolite Each 4(solid type) whiteSupply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 10 litre PVC low down cistern con<strong>for</strong>m<strong>in</strong>g to I.S specification withP.V.C. fitt<strong>in</strong>gs complete, C.I. brackets <strong>in</strong>clud<strong>in</strong>g two coats of pa<strong>in</strong>t<strong>in</strong>g to bracket, etc.Each 6Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g white vitreous ch<strong>in</strong>a best quality approved make wash bas<strong>in</strong> with C.I.brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitt<strong>in</strong>gs of 32 mm dia. one approvedquality brass C.P. pillar cock of 15 mm dia., C.P. cha<strong>in</strong> with rubber plug of 30 mm dia. approvedquality PVC waste pipe with C.P. nut 32 mm dia. 900 mm long approved quality PVC connectionpipe with heavy brass C.P nut <strong>in</strong>clud<strong>in</strong>g mend<strong>in</strong>g good all damages and pa<strong>in</strong>t<strong>in</strong>g the brackets withtwo coats of approved pa<strong>in</strong>t.a) 550 mm x 400 mm size Each 8Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g porcela<strong>in</strong> soap tray of approved make.Recessed soap tray of size 150 mm X 150 mmEach 87Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Flat back ur<strong>in</strong>al (half stall ur<strong>in</strong>al) <strong>in</strong> white vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position with brass screws on 75 mm X 75 mm X 75 mm wooden blockscomplete.With ur<strong>in</strong>al flush pipe connector etc. all completeEach 4(i) 590 mm X 390 mm X 380 mm8Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g ur<strong>in</strong>al flush pipe fitt<strong>in</strong>g of approved brand(a) C.P. ur<strong>in</strong>al flush pipe fitt<strong>in</strong>gs range of oneEach 49Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 25mm thick marble partition slab with chawk doongri marble squarecut, both sides polished with two front corners rounded & edges polished.Sqm 210Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete(i) 600 X 100 mmEach 6White vitreous ch<strong>in</strong>aware11Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cock.Chromiumplated Bib Cock long body with wall flange with aeratorEach 1812Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g angular or stop cock.Chromium platedEach 3013 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g CP concealed stop cock Each 1214 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g CP Piller cock Each 415Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g shower of approved brand and make.Chromium plated rose shower with revolv<strong>in</strong>g jo<strong>in</strong>t and 150 mm long shower arm .Each 1216Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand P.V.C CONNECTOR white flexible with both endscoupl<strong>in</strong>g with heavy brass C.P nut, 15mm dia176
a) 300 mm long Each 5b) 450 mm long Each 10B SUBHEAD “B”:- TOILET REQUIREMENTS17Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bevelled edged mirror 5.5 mm thick silver red as per I.S.Ispecifications supported on fiber glass frame of any colour, frame size 550 mm X 400 mm.Each 418Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g liquid soap conta<strong>in</strong>erChromium platedEach 219 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g towel rail with two brackets.C.P. over brass25 mm dia 600 mm longEach 1820Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g dome shaped C.P. waste grat<strong>in</strong>g <strong>for</strong> ur<strong>in</strong>als.(i) 50 mmEach 221 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g C.I. round grat<strong>in</strong>ga) 100 mm dia Each 30C SUBHEAD “C”:- WATER SUPPLY (INTERNAL & EXTERNAL)22Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g PVC pipes <strong>for</strong> work of approved make (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part - I ) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>g socket,reduc<strong>in</strong>g tee, short piece etc. fitted <strong>in</strong>clud<strong>in</strong>g cost of all materials, jo<strong>in</strong>t<strong>in</strong>g materials, cutt<strong>in</strong>g pipes, mak<strong>in</strong>g threads, cutt<strong>in</strong>g trenches upto 1.5 meter below surface <strong>in</strong> all sorts of soil and refill<strong>in</strong>g thesame as directed complete <strong>in</strong> all respect . (Payment will be made on the center l<strong>in</strong>e measurementof the total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials . No separate payment will be made <strong>for</strong> accessories,specials.)a) 15 mm dia medium duty Mtrs 40b) 20 mm dia medium duty Mtrs 40c) 25 mm dia medium duty Mtrs 40d) 32 mm dia medium duty Mtrs 15e) 40 mm dia medium duty Mtrs 5f) 50 mm dia medium duty Mtrs 5g) 80 mm dia medium duty Mtrs 523Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g gunmetal wheel valve of approved brand and make tested to 21 kgper sq. cm. (<strong>for</strong> water l<strong>in</strong>es only).a) 20 mm dia Each 5b) 25 mm dia Each 5c) 32 mm dia Each 20024Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g approved quality P.V.C. water storage tanks with closed top with lid(black) multilayer.2,000 litres capacityD SUBHEAD "D" : SOIL / WASTE / VENT / PIPES & SPECIALS25 Supply of UPVC pipes (B type) & fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to IS - 13592 - 1992Each 2177
(A) S<strong>in</strong>gle Socketed 3 Meter Lengthi) 75 mm dia Mtrs 5ii) 110 mm dia Mtrs 120iii) 160 mm dia Mtrs 5(B) Fitt<strong>in</strong>gsi)110 X 110 P trap75 mmeach 30ii)110 X 110 S trap75 mmeach 25iIi) Double Ya) 110 mm dia each 20b) 75 mm dia each 20iv) Door Y (LH) & (RH)110 mm dia each 25v) Door Bend (T.S.)110 mm dia each 25vi) Bend 87.5 degree(a) 110 mm dia each 25(b) 75 mm dia each 226Cast Iron fitt<strong>in</strong>g <strong>for</strong> soil pipe l<strong>in</strong>e con<strong>for</strong>m<strong>in</strong>g to IS:1729-1970 <strong>in</strong>clud<strong>in</strong>g jo<strong>in</strong>t<strong>in</strong>g and fitt<strong>in</strong>g andfix<strong>in</strong>g <strong>in</strong> position and pa<strong>in</strong>t<strong>in</strong>g two coats to the exposed surface complete <strong>in</strong>clud<strong>in</strong>g cost of allmaterials and labour.Double "Y" junction of 150 mm dia X 100 mm dia X 100 mm dia. with door.With lead caulked jo<strong>in</strong>ts each 1027Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Cast Iron extension pipes <strong>for</strong> us<strong>in</strong>g <strong>in</strong> traps only (connector)con<strong>for</strong>m<strong>in</strong>g to IS:3989 and IS:1729-1964 <strong>in</strong>clud<strong>in</strong>g lead caulked jo<strong>in</strong>ts complete and pa<strong>in</strong>t<strong>in</strong>g twocoats to the exposed surface with approved pa<strong>in</strong>t complete.(i) 100 mm x 300 mm No 5(ii) 100 mm x 450 mm No 5(iii) 100 mm x 600 mm No 5iv) Vent Cowl110 mmeach 628Labour <strong>for</strong> fitt<strong>in</strong>g and fix<strong>in</strong>g U.P.V.C. pipes <strong>for</strong> above ground work <strong>in</strong>clud<strong>in</strong>g cost of jo<strong>in</strong>t<strong>in</strong>gmaterials etc. fitt<strong>in</strong>g and fix<strong>in</strong>g all necessary specials, cutt<strong>in</strong>g pipes, cutt<strong>in</strong>g holes <strong>in</strong> walls or R.C.floor where necessary and mend<strong>in</strong>g good all damages exclud<strong>in</strong>g the cost of masonry or concretework, if necessary, but <strong>in</strong>clud<strong>in</strong>g the cost and fitt<strong>in</strong>g and fix<strong>in</strong>g holder bat clamps (any floor) or <strong>for</strong>underground work <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g trenches upto 1.5 meter and refill<strong>in</strong>g the same complete as perdirection of Eng<strong>in</strong>eer-<strong>in</strong>-charge . ( Payment will be made on center l<strong>in</strong>e measurement of the totalpipel<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g specials )178
2930E31(A) Above ground(i) 75 mm dia. Mtr 5(ii) 110 mm dia. Mtr 20(iii) 160 mm dia. Mtr 5(B) Under ground(i) 75 mm dia. Mtr 5(ii) 110 mm dia. Mtr 220(iii) 160 mm dia. Mtr 5Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g half round channel with or without outlet as required set <strong>in</strong> cementconcrete (6:3:1) with jhama chips complete600 mm X 150 mmNo 8White vitreous ch<strong>in</strong>awareSupply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand 32 mm PVC waste pipe, with coupl<strong>in</strong>g at one endfitted with necessary clamps No 8750 mm longSUBHEAD "E" : RAIN WATER PIPESSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reduc<strong>in</strong>g socket,reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes, mak<strong>in</strong>gthreads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gs asrequired, jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any position aboveground.For exposed workPVC pipes100 dia P.V.C. pipe Mtrs 15Schedule of Quantities <strong>for</strong> Beach Amenity (Electrical Works) at Land opposite to Saikatabas, <strong>Digha</strong>SL.NO.A1RATEDESCRIPTION UNIT IN FIGUREIN WORDQUANTITYINTERNAL ELECTRICAL WORKSSUB-HEAD - A : INTERNAL WIRINGExtra <strong>for</strong> suspension exceed<strong>in</strong>g 25cm with S & F additional 2 no. 20mm dia E.I. conduit (14SWG) supports & necessary PVC <strong>in</strong>sulated wire & pa<strong>in</strong>t<strong>in</strong>g etc. as required by :2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 5AMOUNT (Rs.)179
2 Extra <strong>for</strong> supply<strong>in</strong>g additional wire <strong>for</strong> down rod & pa<strong>in</strong>t<strong>in</strong>g the rod exceed<strong>in</strong>g 30 cm2x1.5 sqmm flexible copper wire Each 13 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 354Fix<strong>in</strong>g exhaust fan after mak<strong>in</strong>g hole <strong>in</strong> wall and mak<strong>in</strong>g good damages and smooth cement f<strong>in</strong>ishetc. as practicable as possible and provid<strong>in</strong>g necy. length of PVC <strong>in</strong>sulated wire and mak<strong>in</strong>g Each 7connection <strong>for</strong> exhaust of 23 cm dia5Fix<strong>in</strong>g only louver shutter/coul on wall with necy. bolts & nuts(6 mm dia x 62 mm long).For 23 cm Exhaust fanEach 76Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to light / fan / call bell po<strong>in</strong>ts with Piano key type switch(Anchor make) fixed on sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>gcolour) top cover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCa) Average run 6 mtr Po<strong>in</strong>t 15b) Average run 8 mtr Po<strong>in</strong>t 207Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe completewith all accessories embedded <strong>in</strong> wall to 250V 5A 3p<strong>in</strong> plug po<strong>in</strong>t <strong>in</strong>cl. S & F 250V 5A 3p<strong>in</strong> flushtype plug socket & piano key type switch (Anchor make) <strong>in</strong>cl. S & F earth cont<strong>in</strong>uity wire, fixedon sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>g colour) top cover(3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCOn Board Po<strong>in</strong>t 28Fix<strong>in</strong>g only fan regulator on exist<strong>in</strong>g sheet metal switch board with bakelite / perspex top cover byscrew after mak<strong>in</strong>g hous<strong>in</strong>g <strong>for</strong> regulator knob by cutt<strong>in</strong>g bakelite / perspex top cover <strong>in</strong>cl. mak<strong>in</strong>g Each 19necy. connections etc.Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. connection as required.2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 510 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsLay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages andpa<strong>in</strong>t<strong>in</strong>g11 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonary trench<strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 core12 Lay<strong>in</strong>g through Underground TrenchRM 10RM 5180
a)Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, <strong>in</strong>clud<strong>in</strong>gfill<strong>in</strong>g the space between the brick & cable and also the trench with shifted soil, level<strong>in</strong>g up andRM 25restor<strong>in</strong>g surface duly rammedb)Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation (horizontal),the trench size : 680 mm x 760mm average depth, with brick protection on the top of each cable8(eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator between the bricks and RM 30cables and also trench to be filled up with shifted soil, levell<strong>in</strong>g up and restor<strong>in</strong>g surface dulyrammedc)Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation(horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top ofeach cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables RM 60<strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil,levell<strong>in</strong>g up and restor<strong>in</strong>g surface duly rammed13 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables <strong>for</strong> 2 core upto 4 sqmmEach 214 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials :2 core 4 sqmm cable Set 215 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as required. 25 mm diametre 516Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable, con<strong>for</strong>m<strong>in</strong>g metre 125to IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification. 2C, 4 sqmm17 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mtrs. long and 1 x 4 SWG GI (Hot Dip)wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground leveland partly above ground level driven to an average depth of 3.65 Mts. below the ground level &restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 118Extra <strong>for</strong> provid<strong>in</strong>g masonary enclosure on the top of the earth electrode of overall size 86.36 cmx 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cmwidth duly plastered with cement mortar (<strong>in</strong>side) CIh<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 cm x35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm dia holes onItem 1181
the GI pipe19 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 120 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete with GI meter 1bolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required21 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipments to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as below onwall/floor with staples buried<strong>in</strong>side wall/floor as required and mak<strong>in</strong>g connection to equipmentswith bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damagesNo. 8 SWG Mtr. 2022Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of vertical conductor Each 1and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts, check-nuts,spr<strong>in</strong>g washers etc. as required.B SUB-HEAD - B : DISTRIBUTION BOARD AND CONTROL PANEL23Supply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gattachment.Legrand2+4 way Enclosure (607711), 32A DP Isolator, 4 no. SP MCB Each 1C SUB-HEAD - C : INSTALLATION OF FIXTURES24 Fitt<strong>in</strong>g and Fix<strong>in</strong>g only lamp Each 625Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall / ceil<strong>in</strong>gwith ceil<strong>in</strong>g plates, nipples as required.Each 526Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No. 20mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side <strong>in</strong>sertedwith<strong>in</strong> the ceil<strong>in</strong>g re<strong>in</strong><strong>for</strong>cement and other side connected with the suitable size of bolts and nuts<strong>in</strong>cl. S&F EI conduit “L” type (125mm x 125mm) 6mm thick and 25mm with MS clamps andconnect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish andpa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 1527Fix<strong>in</strong>g only ceil<strong>in</strong>g fan complete with blades, canopy, <strong>for</strong>k, rubber bush etc. <strong>in</strong>cl. S&F connect<strong>in</strong>gwire <strong>for</strong> down rod upto 30 cm <strong>in</strong>cl. pa<strong>in</strong>t<strong>in</strong>g the rod with approved pa<strong>in</strong>t and mak<strong>in</strong>g necessaryconnection as required by2x1.5 sqmm flexible copper wire Each 1182
28Supply<strong>in</strong>g & Fix<strong>in</strong>g bulkhead light fitt<strong>in</strong>g (Bajaj make) on wall / ceil<strong>in</strong>g <strong>in</strong>cl. S & F suitable 100watts lamp complete with glass wire-guard and holderEach 1D SUB-HEAD - D : SUPPLY OF FIXTURE29 Supply of heavy duty 225 mm sweep AC/230V exhaust fan along with the ventilat<strong>in</strong>g louver Each 730Supply of 1200 mm sweep capacitor type ceil<strong>in</strong>g fan complete with blades, down rod and allother accessories as required.Each 131Supply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with allnecessary accessories etc complete.( similar type : Philips make type no. TMS022 1xT5-28W Each 20HFB with Lamp 1xT5 28W.)32Supply of Wall mounted CFL (Philips Make) fitt<strong>in</strong>gs <strong>for</strong> 1x23 watt compact florescent lamp withall necessary accessories etc. complete.Each 633Provid<strong>in</strong>g ISI marked flush type 120/280 watt rotary step 2 module ( Socket Type ) fan regulator<strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g connection test<strong>in</strong>g etc. as required as per recommended makes enclosed.Each 134Provid<strong>in</strong>g of Gravity Louver shutter of superior quality made out of Alum<strong>in</strong>ium sheet with enamelpa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g cost of nuts, bolts, etc as reqd. 23 cmEach 7Schedule of Quantities <strong>for</strong> Watch Tower (Civil Works) at at Land opposite to Saikatabas, <strong>Digha</strong>RATESL. NO. DESCRIPTION UNIT IN FIGURE IN WORD QUANTITY AMOUNT (Rs.)CIVIL WORKSA EARTHWORKEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed1soil but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoilswith<strong>in</strong> a lead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides oftrenches. level<strong>in</strong>g. dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500mm Cum 48.34b) Depth of foundation 1500mm to 3000mm Cum 6.832Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g150 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be madeon basis of measurement of f<strong>in</strong>ished quantity of work).a) With earth obta<strong>in</strong>ed from excavation of foundation. Cum 45.51b)3With carried earth arranged by contractor with<strong>in</strong> a radius of 3km <strong>in</strong>clud<strong>in</strong>g cost of carriedearthCum 10.00Hire & Labour charges <strong>for</strong> shor<strong>in</strong>g work (<strong>in</strong>clud<strong>in</strong>g necessary close plank wall<strong>in</strong>g, fram<strong>in</strong>gEucalyptus / Jhou bulla pill<strong>in</strong>g shutter<strong>in</strong>g etc.) complete as per direction of the Eng<strong>in</strong>eer-<strong>in</strong>charge<strong>for</strong> foundation excavation (vertical surface are <strong>in</strong> contact with supported earth is to bemeasured)a) Depth upto 1.5 m sqm 20183
) For additional depth beyond 1.5 m & upto 3.00 m sqm 404 Pre-constructional antitermite measuresa)Anti termite treatment to bottom surface (<strong>in</strong> case of masonry foundation and basements) andthe sides (upto a height of 300 mm from bottom) of the excavation trenches with chemicalemulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration) with waterby weight at the rate of 5 Liters per Sq.M area. The work shall be carried out as perspecification described <strong>in</strong> 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurement willbe the plan area of foundation treated)Sqm 15.00b)c)5B67Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls withchemical emulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates (1% concentration)with water by weight at the rate of 5 Liters per Sq.M of the surface be<strong>for</strong>e sand bed or subgradeis laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. center to center both ways shallbe made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soilwith the chemical emulsion. The work shall be carried out as per specification described <strong>in</strong>para 6.4 of code IS-6313 (part -II) 1981. (Mode of measurement will be per Sq.M of planarea of pl<strong>in</strong>th treated)Sqm 42.10Pre-constructional antitermite measuresTreatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 ltsSqm 200.00per sqm of the vertical surface of the substructure of each side of the foundation.Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the Cum. 4.36cost of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)CEMENT CONCRETE WORKOrd<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size)exclud<strong>in</strong>g shutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS code(a) Pakur variety Cum 10.83Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size ) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevantspecial publications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>gof concrete cubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge Consumption of cement will not beless than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete butactual consumption will be determ<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix <strong>for</strong>mula.In ground floor and foundation.(i) Pakur Variety[us<strong>in</strong>g concrete mixture]M 25 Gradea) Upto pl<strong>in</strong>th Cum 9.83b) Ground Floor Cum 7.56184
c) 1st Floor Cum 3.14d) 2nd Floor Cum 12.89e) 3rd Floor and above Cum 12.57Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m us<strong>in</strong>g8approved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>gout after completion of worksSteel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concreteworka) Upto pl<strong>in</strong>th Sqm 48.45b) Ground Floor Sqm 57.10c) 1st Floor Sqm 32.31d) 2nd Floor Sqm 89.64e) 3rd Floor and above Sqm 50.209Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>gdistribution bars, stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods, <strong>in</strong>itial straighten<strong>in</strong>g andremoval of loose rust (if necessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g tocorrect shape, plac<strong>in</strong>g <strong>in</strong> proper position and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire atevery <strong>in</strong>tersection, complete as per draw<strong>in</strong>g and directionTor steel / Mild steel M.T. 7.04C BRICKWORK10S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to properlevel and fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 72.1811 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) Upto pl<strong>in</strong>th Cum 1.81b) Ground Floor Cum 13.6912 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors.a) Ground Floor Sqm 15.00D13PLASTERINGPlaster (to wall , floor, ceil<strong>in</strong>g etc) with sand and cement mortar <strong>in</strong>clud<strong>in</strong>g round<strong>in</strong>g off orchamfer<strong>in</strong>g corners as directed and rak<strong>in</strong>g out jo<strong>in</strong>ts or roughen<strong>in</strong>g of concrete surface ,<strong>in</strong>clud<strong>in</strong>g throat<strong>in</strong>g , nos<strong>in</strong>g and drip course where necessarya) 20 mm thick plaster (External) 1:6i) Ground Floor Sqm 62.00ii) 1st Floor Sqm 10.00iii) 2nd Floor Sqm 10.00iv) 3rd Floor and above Sqm 10.00b) 15 mm thick plaster (Internal) 1:6185
i) Ground Floor Sqm 50.97ii) 1st Floor Sqm 10.00iii) 2nd Floor Sqm 10.00iv) 3rd Floor and above Sqm 10.00c) 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4i) Ground Floor Sqm 24.27ii) 1st Floor Sqm 7.65iii) 2nd Floor Sqm 53.20iv) 3rd Floor and above Sqm 91.92E14E151617FLOORINGSupply<strong>in</strong>g and lay<strong>in</strong>g true to l<strong>in</strong>e and level vitrified tiles of approved brand (size not less than600 mm X 600 mm X10 mm thick) <strong>in</strong> floor, skirt<strong>in</strong>g etc. set <strong>in</strong> 20 mm sand cement mortar(1:4) and 2 mm thick cement slurry backside of tiles us<strong>in</strong>g cement @ 2.91Kg./Sq.M or us<strong>in</strong>gpolymerised adhesive (6mm thick layer applied directly over f<strong>in</strong>ished artificial stone floor/Mosaic etc without any back<strong>in</strong>g course ) laid after application slurry us<strong>in</strong>g 1.75kg of cementper sqm below mortar only, jo<strong>in</strong>ts grouted with admixture of white cement & colour<strong>in</strong>gpigment to match with colour of tiles/ epoxy grout materials of approved make as directed &removal of wax coat<strong>in</strong>g of top surface of tiles with warm water & polish<strong>in</strong>g the tiles us<strong>in</strong>g soft& dry cloth upto mirror f<strong>in</strong>ish complete <strong>in</strong>clud<strong>in</strong>g the cost of materials, labour and all other<strong>in</strong>cidental charges complete true to the manufacturer's specification and direction of Eng<strong>in</strong>eer<strong>in</strong>-Charge.(white cement, synthetic adhesive and grout material to be supplied by contractor)(I).(B) Light ColourWith application slurry @1.75kg./Sqm. 20mm sand cement mortar (1:4) & 2mm thick cementslurry at back side of tiles, 0.2kg./Sqm white cement <strong>for</strong> jo<strong>in</strong>t fill<strong>in</strong>g with pigmentDOOR / WINDOWSWood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g atthe contact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp.(a) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of topand bottom rails an side styles of well seasoned timber 65 mm wide each and the entire framefitted with 37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and<strong>in</strong>ternal lipp<strong>in</strong>g with garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc.complete <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges andotherfitt<strong>in</strong>gs.35 mm thick shutters ( s<strong>in</strong>gle leaf)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g <strong>in</strong> position Alum<strong>in</strong>ium glazed casement w<strong>in</strong>dows and casementcum fixed w<strong>in</strong>dows, skylights ventilators with 4 mm thick clear float glass <strong>in</strong> natural matSqm 171.67Cum 0.04Sqm 1.89Sqm 4.00186
181920f<strong>in</strong>ish anodised (15 - 18 micron) alum<strong>in</strong>ium section (Indal or similar approved) of series 40 ofalum<strong>in</strong>ium alloy extrusions con<strong>for</strong>m<strong>in</strong>g to IS:733 - 1983 & IS:1285 - 1975 and con<strong>for</strong>m<strong>in</strong>g toIS:1868 - 1983 <strong>for</strong> fabrication of composite w<strong>in</strong>dows, jo<strong>in</strong>ted crimped with sta<strong>in</strong>less steelfriction stay, handles, locks, glaz<strong>in</strong>g clips, EPDM gasket, weather pile <strong>in</strong> frame grooves,nickel chrome plated fix<strong>in</strong>g screws (GKW make or equivalent) all of approved make<strong>in</strong>clud<strong>in</strong>g all materials and labour as per draw<strong>in</strong>gs, direction of the Eng<strong>in</strong>eer In Charge andspecifications complete <strong>in</strong>clud<strong>in</strong>g all accessories. etc.Supply<strong>in</strong>g bubble free float glass of approved make and brand con<strong>for</strong>m<strong>in</strong>g to IS 2835-1987.4 mm thick clear glassWood work <strong>in</strong> upper rails of rail<strong>in</strong>g, hand rail of staircase etc <strong>in</strong>clud<strong>in</strong>g necessary fitted andfixed complete (<strong>for</strong> purpose of payment section will be measured <strong>in</strong> the square).(a)HallakM.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.Iflats and bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs. Grillweigh<strong>in</strong>g above 10 Kg / sqm and up to16 Kg / sqmSqm 4.00Cum 0.20a) Ground Floor MT 2.76b) First Floor MT 2.97c) 2nd Floor MT 2.97d) 3rd Floor MT 0.2621222324F2526Iron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks(100mm x 58mm x 1.9mm )Anodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws. 225 mm long x 10mmdia boltAnodised alim<strong>in</strong>ium D-type handle of approved quality manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to I.S. specification (I.S. 230/72) fitted and fixed complete. 125 mm grip X 12mm dia rodSupply<strong>in</strong>g Godrej Mortice lock Chromium plated with Latch and keys four level <strong>in</strong>clud<strong>in</strong>gfitt<strong>in</strong>g and fix<strong>in</strong>g completeFINISHINGRender<strong>in</strong>g the surface of walls and ceil<strong>in</strong>g with white cement based wall putty of approvedmake and brand (1.5mm thick)Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered orconcrete surface old or new surface to receive decorative textured(matt f<strong>in</strong>ish) or smoothf<strong>in</strong>ish acrylic exterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly,complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor:(a) One CoatNos 4.00Nos 1.00Nos 2.00Nos 1.00Sqm 228.01Sqm 54.7527 Protective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality, Sqm 54.75187
2829303132G3334composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive fromGranite as per manufacture's specification and as per direction of EIC to be applied overacrylic primer as required. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all<strong>in</strong>cidental charges but exclud<strong>in</strong>g the cost of primer.GroundFloorTwo coats.Apply<strong>in</strong>g Interior grade acrylic primer, hav<strong>in</strong>g low VOC (Volatile Organic Compound )content, of approved quality and brand on plastered or concrete surface old or new surface toreceive Distemper/Acrylic emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surfacethroughly, complete as per manufacturer's specification and as per direction of the EIC. Onecoat. Solvent based <strong>in</strong>terior grade Acrylic primerApply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t, hav<strong>in</strong>g VOC (Volatile Organic Compound) content lessthan 50 grams/ liter, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sandpaper<strong>in</strong>g <strong>in</strong> <strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty.Two coats. LuxuryqualityPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile OrganicCompound) of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>getc. <strong>in</strong>clud<strong>in</strong>g us<strong>in</strong>g of approved putty etc. on the surface if necessary.Two coats (with any shade except white) with super glossPrim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer hav<strong>in</strong>g lowVOC (Volatile Organic Compound) of approved quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces bysand paper<strong>in</strong>g etc.Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.ROOF TREATEMENTProvid<strong>in</strong>g Waterproof<strong>in</strong>g treatment over concrete roof surface old or new (by the applicationof 2 coats of slurry prepared with latex of approved brand, water and cement <strong>in</strong> the proportionof (lPW CEMENT 1:4:6) by volume, with brush <strong>in</strong> a time gap of m<strong>in</strong>imum 4 hrs. to 14 hrsbetween the 2 layers lay<strong>in</strong>g 20 mm thk. and sand and cement consolidated plaster 1:4admixed with plastocrete super of approved brand 0.2 % by wt. of cement, lay<strong>in</strong>g flat 1stclass brick bats per brick over the mortar keep<strong>in</strong>g a gap of 10-20 mm between 2 bats fill<strong>in</strong>gthe vertical jo<strong>in</strong>ts with the a<strong>for</strong>esaid mortar, provid<strong>in</strong>g a 2nd layer 20 mm thk. sand andcement plaster 1:4 admixed with plastocrete super as above over the brick layer, the topsurface of the treatment should be checkered to provide the antistrip property. By Bricks(cement 25.66 kg / sqm)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with allnecessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw,reduc<strong>in</strong>g socket, reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>gSqm 228.01Sqm 228.01Sqm 501.56Sqm 3.78Sqm 497.78Sq.m 13.25meter 16.00188
cutt<strong>in</strong>g pipes, mak<strong>in</strong>g threads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of allnecessary fitt<strong>in</strong>gs as required, jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approvedpa<strong>in</strong>t <strong>in</strong> any position above ground. For exposed work. PVC pipes 100 mm dia P.V.C. pipeSchedule of Quantities <strong>for</strong> Watch Tower (Electrical Works) at Land opposite to Saikatabas, <strong>Digha</strong>RATESL.IN WORDDESCRIPTION UNIT IN FIGURENO.QUANTITYINTERNAL ELECTRICAL WORKSA SUB-HEAD - A : INTERNAL WIRING1 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 112 Supply & Fix<strong>in</strong>g EI danger board on wall. 20 cm x 30 cm (8"x12") Each 1Supply & fix<strong>in</strong>g 250V 15A flush type plug socket with 15A piano key type switch (Anchor make)3 switch on sheet metal box with Bakelite top cover and earth<strong>in</strong>g attachment <strong>in</strong>cl. S&F sheet metal Each 2box of size 175 mm X 100 mm (16 SWG) with 3 mm thick Bakelite top cover.Supply<strong>in</strong>g & Fix<strong>in</strong>g sheet metal <strong>in</strong>spection box (16 SWG) of the follow<strong>in</strong>g sixes flushed <strong>in</strong> wall by4 hous<strong>in</strong>g the same after cutt<strong>in</strong>g brick wall by Electric operated cutt<strong>in</strong>g mach<strong>in</strong>e <strong>in</strong>cl. mark<strong>in</strong>gearth<strong>in</strong>g attachment, pa<strong>in</strong>t<strong>in</strong>g and mend<strong>in</strong>g good damages of build<strong>in</strong>g works.a) 150 mm X 100 mm X 65 mm Each 4b) 175 mm X 100 mm X 65 mm Each 1Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe complete5 with all accessories embedded <strong>in</strong> wall to light / fan / call bell po<strong>in</strong>ts with Piano key type switch(Anchor make) fixed on sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>gcolour) top cover (3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC. Average run 6 mtr Po<strong>in</strong>t 8Distn. wir<strong>in</strong>g <strong>in</strong> 22/0.3 (1.5sqmm) s<strong>in</strong>gle core stranded 'FR' PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>glecore stranded copper wire (approved make) <strong>in</strong> 19mm bore, 3mm thick polythene pipe complete6with all accessories embedded <strong>in</strong> wall to 250V 5A 3p<strong>in</strong> plug po<strong>in</strong>t <strong>in</strong>cl. S & F 250V 5A 3p<strong>in</strong> flushtype plug socket & piano key type switch (Anchor make) <strong>in</strong>cl. S & F earth cont<strong>in</strong>uity wire, fixedon sheet metal (16SWG) switch board with bakelite / perspex (wall match<strong>in</strong>g colour) top cover(3mm thick) flushed <strong>in</strong> wall <strong>in</strong>cl. mend<strong>in</strong>g good damages to orig<strong>in</strong>al f<strong>in</strong>ish.2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC. On board Po<strong>in</strong>t 2Supply<strong>in</strong>g and Draw<strong>in</strong>g 1.1 KV s<strong>in</strong>gle core stranded "FR" PVC <strong>in</strong>sulated & unsheathed s<strong>in</strong>gle7 core stranded copper wire (approved make) of the follow<strong>in</strong>g sizes <strong>in</strong> the prelaid polythene pipeand by the prelaid GI fish wire and mak<strong>in</strong>g necy. Connection as required.AMOUNT (Rs.)189
2 X 36/0.3 (2.5 sqmm) + 1 X 22/0.3 (1.5 sqmm) as ECC RM 808 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsLay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages and RM 60pa<strong>in</strong>t<strong>in</strong>g9 Lay<strong>in</strong>g through RCC / Hume / GI PipeLay<strong>in</strong>g only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume / GI Pipe / open masonary trench<strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 2.510 Compression GlandsSupply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables. For 2 core, upto 4 sqmmEach 611 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials. 2 core Set 64 sqmm cable12 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium or ISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g materials as required. 50 mm diameter 313Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable, con<strong>for</strong>m<strong>in</strong>g meter 65to IS : 7098 ( Part - I ) / 1554 (Part - I) as per electrical specification. 2C, 4 sqmm.14Carbon dioxide type fire ext<strong>in</strong>guisher (con<strong>for</strong>m<strong>in</strong>g to I.S 2876) with cyl<strong>in</strong>der fully charged tocapacity of 9 litresEach 115First aid box as approved St. John Ambulance / Fire Brigade / Indian Red Cross, confirm<strong>in</strong>g to IS2217-1963.Set 11624 gauge sheet steel round bottom fire bucket with sand of suitable capacity with fire red pa<strong>in</strong>t andwritten with white pa<strong>in</strong>t Fire and mounted on M.S angle Iron bracket of size 50mm. x 50mm. x Each 26mm. thick and 500mm. long, <strong>in</strong>clud<strong>in</strong>g grout<strong>in</strong>g on wall etc. as required.17 Earth<strong>in</strong>g Installation – with Pipe Electrode :Earth<strong>in</strong>g with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mtrs. long and 1 x 4 SWG GI (Hot Dip)wire (4 Mtrs. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers <strong>in</strong>cl. S & F15mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground leveland partly above ground level driven to an average depth of 3.65 Mts. below the ground level &restor<strong>in</strong>g surface duly rammed as belowFor Soft SoilBy TATA-Medium GI pipe Set 318Extra <strong>for</strong> provid<strong>in</strong>g masonary enclosure on the top of the earth electrode of overall size 86.36 cm x86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cmwidth duly plastered with cement mortar (<strong>in</strong>side) CIh<strong>in</strong>ged <strong>in</strong>spection cover of size 36.56 cm xItem 3190
35.56 cm with lock<strong>in</strong>g arrangement, GI reducer <strong>in</strong>clud<strong>in</strong>g drill<strong>in</strong>g of 46 nos.12 mm dia holes onthe GI pipe19 Extra <strong>for</strong> treatment of soil by us<strong>in</strong>g salt & charcoal or coke <strong>for</strong> pipe electrode (<strong>for</strong> soft soil). Item 320 Earth BusbarSupply<strong>in</strong>g & fix<strong>in</strong>g earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall hav<strong>in</strong>gclearance of 6 mm from wall <strong>in</strong>clud<strong>in</strong>g provid<strong>in</strong>g drilled holes on the busbar complete with GI Mtr. 0.6bolts, nuts, washers, spac<strong>in</strong>g <strong>in</strong>sulators etc. as required21 Earth Cont<strong>in</strong>uity ConductorConnect<strong>in</strong>g the equipment's to earth busbar <strong>in</strong>clud<strong>in</strong>g S & F GI (Hot Dip) wire of size as below onwall/floor with staples buried <strong>in</strong>side wall/floor as required and mak<strong>in</strong>g connection toe equipments Mtr. 80with bolts, nuts, washers, cable lugs etc. as required and mend<strong>in</strong>g good damages. No. 8 SWG22Supply & Fix<strong>in</strong>g of Test<strong>in</strong>g Jo<strong>in</strong>ts by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm longgrouted on wall hav<strong>in</strong>g clearance of 6 mm from wall <strong>for</strong> mak<strong>in</strong>g connection with thimbles at theend of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of vertical conductorand conductor from earth electrode complete with S & F thimbles, GI bolts, nuts, check-nuts,Each 3spr<strong>in</strong>g washers etc. as required.23 Schedule of rates <strong>for</strong> <strong>in</strong>stallation of Lightn<strong>in</strong>g ConductorS & F Lightn<strong>in</strong>g conductor Air-term<strong>in</strong>als made of 15 mm dia 1500mm long GI pipe (ISI Medium)hav<strong>in</strong>g five prongs of 4 SWG GI (Hot Dip) wire at top with 85 mm dia 6 mm thick GI base plate atbottom <strong>in</strong>cl. necessary holes etc. duly grouted on the parapet etc.<strong>in</strong> CC mortar (4:2:1)242526272829B30Hir<strong>in</strong>g charges <strong>for</strong> scaffold<strong>in</strong>g arrangement <strong>in</strong>clud<strong>in</strong>g dismantl<strong>in</strong>g at the end of work and carriage,<strong>for</strong> LC <strong>in</strong>stallation, per storey of build<strong>in</strong>g per vertical runHir<strong>in</strong>g charges <strong>for</strong> scaffold<strong>in</strong>g arrangement <strong>in</strong>clud<strong>in</strong>g dismantl<strong>in</strong>g at the end of work and carriage,<strong>for</strong> LC <strong>in</strong>stallation of overhead reservoir (vertical run)Supply & fix<strong>in</strong>g GI (Hot Dip) strips 20 mm x 3 mm thick <strong>for</strong> horizontal run on the Parapet / Roof /Wall with GI Saddles 1100mm apart <strong>in</strong>cl. mend<strong>in</strong>g good the damages to build<strong>in</strong>g worksSupply & fix<strong>in</strong>g of GI (Hot Dip) strips 20 mm x 3 mm thick <strong>for</strong> vertical run on wall with GIsaddles spaced not exceed<strong>in</strong>g 1000mm apart <strong>in</strong>cl. mend<strong>in</strong>g good damages to build<strong>in</strong>g workMak<strong>in</strong>g soldered jo<strong>in</strong>ts between conductor / conductor & air term<strong>in</strong>als by 7/10 stranded GI (HotDip) wire <strong>in</strong>cl. supply of jo<strong>in</strong>t<strong>in</strong>g materials & pa<strong>in</strong>t<strong>in</strong>g with 2 (two) coats of Bitum<strong>in</strong>ous pa<strong>in</strong>tMak<strong>in</strong>g soldered jo<strong>in</strong>ts between conductor / down pipes / other metallic objects by 7/10 strandedGI (Hot Dip) wire <strong>in</strong>cl. supply of jo<strong>in</strong>t<strong>in</strong>g materials & pa<strong>in</strong>t<strong>in</strong>g with 2 (two) coats of Bitum<strong>in</strong>ouspa<strong>in</strong>tSUB-HEAD - B : DISTRIBUTION BOARD AND CONTROL PANELSupply<strong>in</strong>g and fix<strong>in</strong>g 250V, 6-10A per way, SPN MCB DB with SS enclosure double door withIP-42/43 protection with DP Isolators as <strong>in</strong>comer and SP MCBs ('C' Curve, 10kA) as outgo<strong>in</strong>g,concealed <strong>in</strong> wall after cutt<strong>in</strong>g the wall & mend<strong>in</strong>g good the damages to orig<strong>in</strong>al f<strong>in</strong>ish <strong>in</strong>cl.<strong>in</strong>terconnection with suitable size of copper wire and neutral l<strong>in</strong>k & provision <strong>for</strong> earth<strong>in</strong>gEach 1storey/verticalrunMtr. 3Mtr. 30Mtr. 15Mtr. 1Mtr. 13191
attachment.Legrand2+6 way Enclosure (607711), 40A DP Isolator, 6 no. SP MCB Each 1Supply<strong>in</strong>g and fix<strong>in</strong>g sheet metal (16SWG) Iron Clad Busbar chambers on angle iron frame on31 wall <strong>in</strong>cl. earth<strong>in</strong>g attachment and pa<strong>in</strong>t<strong>in</strong>g as required - (as per draw<strong>in</strong>g no. 470 of PWDspecification book - May 1991).4 bars, 500V, 63ADimension of Al bars [85mm long] : 4 x 20 x 5 mmDimension of sheet metal box :500 x 150 mmSet 132 Supply<strong>in</strong>g and fix<strong>in</strong>g Iron Clad ma<strong>in</strong> switches on flat iron frame on wall.a) 15/16A (Jai Champion) - 250V DP with fuse on L&N. Set 1b) 15/16A (BPC) - 500V TPN with fuse on L&N. Set 1c) 30/32A (BPC) - 250V DP with fuse on L&N. Set 1d) 30/32A (BPC) - 500V TPN with fuse on L&N. Set 1C SUB-HEAD - C : INSTALLATION OF FIXTURES33Supply<strong>in</strong>g & Fix<strong>in</strong>g bulkhead light fitt<strong>in</strong>g (Bajaj make) on wall / ceil<strong>in</strong>g <strong>in</strong>cl. S & F suitable 100watts lamp complete with glass wire-guard and holderEach 234Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> fluorescent light fitt<strong>in</strong>g complete with tube lamp directly on wall / ceil<strong>in</strong>gwith ceil<strong>in</strong>g plates, nipples as required.Each 235Fix<strong>in</strong>g only s<strong>in</strong>gle / tw<strong>in</strong> florescent light fitt<strong>in</strong>g suspended 25 cm bellow the ceil<strong>in</strong>g with 2 No. 20mm dia EI conduit (14 SWG) supports fixed with MS clamp of two piece type with the truss andconnected with the suitable size of bolts and nuts <strong>in</strong>cl. S&F EI conduit, 9mm thick and 40mm withMS sheet flat suitable <strong>for</strong> beam hav<strong>in</strong>g flange up to 150 mm wide (as per PWD specification) andconnect<strong>in</strong>g the length of PVC <strong>in</strong>sulated wire and pa<strong>in</strong>t<strong>in</strong>g etc.2x24/0.20 mm flexible copper wire of 1.10 mt. length Each 436Fix<strong>in</strong>g only flood light fitt<strong>in</strong>gs on top of masonary structure by 3 Nos. 10 mm dia x 87 mm longrag bolts , nuts & double washers complete either 37 mm x 10 mm MS flat support / or by other Each 3means as required.D SUB-HEAD - D : SUPPLY OF FIXTURE37Supply of Wall / Ceil<strong>in</strong>g mounted florescent light fitt<strong>in</strong>gs <strong>for</strong> 1x28 watt florescent light with allnecessary accessories etc complete.( similar type : Philips make type no. TMS022 1xT5-28W HFB Each 6with Lamp 1xT5 28W.)38Supply of Flood light fitt<strong>in</strong>gs ( similar type : Philips make type no. SWF331 1xSONT250W S withLamp 1xSONT250W )Each 3.00EXTERNAL WORKSRATE192
SL.IN WORDDESCRIPTION UNIT IN FIGURENO.QUANTITYA LAND DEVELOPMENTEarthwork <strong>in</strong> fill<strong>in</strong>g, <strong>in</strong> compound, tank, lowland, ditches, etc. with good earth <strong>in</strong> layers notexceed<strong>in</strong>g 150 mm <strong>in</strong>clud<strong>in</strong>g break<strong>in</strong>g clods and consolidat<strong>in</strong>g the same by ramm<strong>in</strong>g and dress<strong>in</strong>g1 completely.CUM 3540With carried earth arranged by the contractor with<strong>in</strong> a radius of 5 Km but not exceed<strong>in</strong>g 10 Km<strong>in</strong>clud<strong>in</strong>g cost of carried earth2Surface dress<strong>in</strong>g of ground <strong>in</strong> any k<strong>in</strong>d of soil <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g of vegetation <strong>in</strong>equalities notexceed<strong>in</strong>g 15 cm depth and disposal of the rubishSQM 5900B SURFACE DRAINEarth work <strong>in</strong> Excavation <strong>for</strong> trenches <strong>in</strong> all sorts of soils <strong>in</strong>clud<strong>in</strong>g dress<strong>in</strong>g of sides and ramm<strong>in</strong>g1 of bottoms, lift upto 1.5m <strong>in</strong>clud<strong>in</strong>g tak<strong>in</strong>g out the excavated material and disposal of surplus Cum 252excavated soil all complete as specified and directed by the Eng<strong>in</strong>eer with<strong>in</strong> a lead of 50 m.Earth work <strong>in</strong> fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 1502 mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 239.43 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6) upto pl<strong>in</strong>th Cum 86.25AMOUNT4 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors. upto pl<strong>in</strong>th SQM 505Provid<strong>in</strong>g and fix<strong>in</strong>g at or near ground level precast cement concrete <strong>in</strong> kerbs, edg<strong>in</strong>gs etc. as perapproved pattern and sett<strong>in</strong>g <strong>in</strong> position with cement mortar 1:3 (1 Cement : 3 coarse sand),<strong>in</strong>clud<strong>in</strong>g the cost of required center<strong>in</strong>g, shutter<strong>in</strong>g complete. ( 1 cement : 2 coarse sand : 4 gradedCum 51.75stone aggregate 20mm nom<strong>in</strong>al size)6 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 13807Supply and construction of Catch pit with chamber of sizes mentioned below <strong>in</strong> masonary (6:1),cover slab and base slab of M20 grade of concrete, placed of over 75 mm thick (1:3:6) P.C.C. bedlaid over a layer of brick flat sol<strong>in</strong>g. Cover slab will have open<strong>in</strong>g with Precast grat<strong>in</strong>g The catchpit will have bench<strong>in</strong>g at the bottom with P.C.C. (1:2:4) f<strong>in</strong>ished with 1.5 mm neat cement f<strong>in</strong>ishover 15 mm thick plaster <strong>in</strong> cement sand mortar (1:3) on <strong>in</strong>ternal faces <strong>in</strong>clud<strong>in</strong>g supply and fix<strong>in</strong>gfootrest all as specified built <strong>in</strong> to masonary wall 250mm thick <strong>in</strong>clud<strong>in</strong>g shutter<strong>in</strong>g, excavation <strong>in</strong>all k<strong>in</strong>d of soil with shor<strong>in</strong>g and dewater<strong>in</strong>g as required ,back fill<strong>in</strong>g with consolidation disposal ofspoils/surplus earth complete as per draw<strong>in</strong>g with provision <strong>for</strong> 150mmdia CI Syphon complete.a) Catch pit type of size (450 mm X 450 mm). Depth of <strong>in</strong>vert 600 mm. No. 4000b) Catch pit type of size (600 mm X 600 mm). Depth of <strong>in</strong>vert 750 mm. No. 5000c) Catch pit type of size (750 mm X 750 mm). Depth of <strong>in</strong>vert 1000 mm. No. 70008Supply<strong>in</strong>g Lay<strong>in</strong>g and align<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g RCC Hume pipe of approved manufacturer NP 2class as per relevant IS specification <strong>in</strong>clud<strong>in</strong>g all fitt<strong>in</strong>gs & specials collars etc. laid to required193
slope and jo<strong>in</strong>t<strong>in</strong>g with stiff mixture of cement mortar (1:1) 1 cement, 1 sand. Pa<strong>in</strong>t<strong>in</strong>g <strong>in</strong>side pipeswith 1 coat of coal tar, lower<strong>in</strong>g the same <strong>in</strong>to and alignment fill<strong>in</strong>g the end with bitumasticcompound and test<strong>in</strong>g complete on PCC (1:3:6 with 20mm. down graded stone chips) bedd<strong>in</strong>gover brick flat sol<strong>in</strong>g, mak<strong>in</strong>g connection to catch pits and check<strong>in</strong>g the “as-laid” pipes with jo<strong>in</strong>tsetc. as per the draw<strong>in</strong>gs specification and direction of the Eng<strong>in</strong>eer. (The rate shall <strong>in</strong>clude all costof materials and labour <strong>for</strong> pipes, , de-water<strong>in</strong>g, bon<strong>in</strong>g rods, sight rails, level<strong>in</strong>g <strong>in</strong>struments etc.as required <strong>for</strong> the above mentioned works. Sol<strong>in</strong>g and Bed Concrete will be paid separately.).a) 150 mm dia R.M. 300b) 250 mm dia R.M. 700c) 300 mm dia R.M. 800C WATER DISTRIBUTION SYSTEM1Earth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed soilbut exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoils with<strong>in</strong> alead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches. level<strong>in</strong>g.Cum 350dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required complete2Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation ofCum 332.5foundation.3Provid<strong>in</strong>g and fix<strong>in</strong>g G.I. pipes complete with all types of G.I. fitt<strong>in</strong>gs, <strong>in</strong>clud<strong>in</strong>g pa<strong>in</strong>t<strong>in</strong>g twocoats or more with anticorrosive bitumastic pa<strong>in</strong>t, trench<strong>in</strong>g and refill<strong>in</strong>g etc. <strong>in</strong> external work asper clauses of Chapter - 20 of CPWD specification.a) 40 mm dia nom<strong>in</strong>al bore M 400b) 20 mm dia nom<strong>in</strong>al bore M 454Provid<strong>in</strong>g and fix<strong>in</strong>g gun metal gate valve with C.I. Wheel of approved quality ( screwed )complete as per clauses of Chapter - 20 of CPWD specification.a) 40 mm dia nom<strong>in</strong>al bore EACH 3b) 20 mm dia nom<strong>in</strong>al bore EACH 85Construction of <strong>in</strong>spection pit of <strong>in</strong>side measurements 600x600x600mm depth with 250mm thk.1st class brickwork <strong>in</strong> cement mortar 1:4 on all sides , bottom of pit consists of 100mm thk.Cement concrete 1:3:6 with stone chips over a layer of jhama bricks flat sol<strong>in</strong>g , 15mmthk. ( 1:4)cement plaster to <strong>in</strong>side walls and outside upto gl and 20mm thk. 1:4 plaster <strong>in</strong> bottom of the pit ,provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete 1:3:6 with stone chips as per direction , neatcement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surface , top of the pit cover with 100mm thk. RCC slab(1:1.5:3) with stone chips and necessary re<strong>in</strong><strong>for</strong>cements upto 1% and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6mmthk. cement plaster 1:4 on all external surfaces of the slab and one 560 mm dia rcc manhole coverof approved make supplied , fitted and fixed <strong>in</strong> the slab with necessary fitt<strong>in</strong>gs , necessaryearthwork <strong>in</strong> excavation <strong>in</strong> allsorts of soil , fill<strong>in</strong>g sides of the pit with earth and remov<strong>in</strong>g soil andwork complete <strong>in</strong> all respect with all cost of labour and materials.EACH 3194
D LANDSCAPING AND PATHWAYS1Earth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed soilbut exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g, spread<strong>in</strong>g or stack<strong>in</strong>g the spoils with<strong>in</strong> alead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches. level<strong>in</strong>g. Cum 590dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completeDepth of foundation upto 1500mm2Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 2363Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost of Cum. 975supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)4S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to proper leveland fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 637.55Ord<strong>in</strong>ary Cement Concrete mix (1:1.5:3) with graded Stone Chips (20 mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement if anyCUM 95.6256 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6) upto pl<strong>in</strong>th Cum 337.507 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors. upto pl<strong>in</strong>th SQM 508Provid<strong>in</strong>g and lay<strong>in</strong>g 60 mm thick factory made cement concrete <strong>in</strong>terlock<strong>in</strong>g paver block of M30grade made by block mak<strong>in</strong>g mach<strong>in</strong>e with strong vibratory compaction, of approved size, design& shape, laid <strong>in</strong> required colour and pattern over and <strong>in</strong>clud<strong>in</strong>g 50mm thick compacted bed of SQM 6500coarse sand, fill<strong>in</strong>g the jo<strong>in</strong>ts with f<strong>in</strong>e sand etc. all complete as per the direction of Eng<strong>in</strong>eer-<strong>in</strong>charge.9 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 310510M.S or W.I ornamental grill or approved design jo<strong>in</strong>ts cont<strong>in</strong>uously welded with M.S, W.I flatsand bars <strong>for</strong> w<strong>in</strong>dows, rail<strong>in</strong>g etc fitted and fixed with necessary screws and lugs (i)Grill weigh<strong>in</strong>g MT 5.40above 10 Kg /sq.mtr and up to16 Kg./sq.mtr . Ground FloorE EXTERNAL SEWERAGE1Earthwork <strong>in</strong> excavation <strong>in</strong> dra<strong>in</strong>s and other structures <strong>in</strong> all sorts of soil or loose material<strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g surplus spoils and debris to a maximum lead of 100m <strong>in</strong>clud<strong>in</strong>g bail<strong>in</strong>g outmanually or by pumps as per specification and draw<strong>in</strong>g and as directed by the Eng<strong>in</strong>eer. (TrenchCUM 36.45shall be kept dry by dewater<strong>in</strong>g and removal of slush.)Depth of excavation not exceed<strong>in</strong>g 1.5m below G.L2Earth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. CUM 40.53 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g with cement jo<strong>in</strong>t<strong>in</strong>g (3:1) salt glazed stoneware pipe <strong>in</strong>clud<strong>in</strong>g195
456excavation of earth upto 1.50 meter depth <strong>in</strong> all sorts of soil both mixed or unmixed and refill<strong>in</strong>g150 mm M 45Construction of <strong>in</strong>spection pit of <strong>in</strong>side measurements 600x600x600mm depth with 250mm thick.1st class brickwork <strong>in</strong> cement mortar 1:4 on all sides , bottom of pit consists of 100mm thick.Cement concrete 1:3:6 with stone chips over a layer of jhama bricks flat sol<strong>in</strong>g , 15mmthk. ( 1:4)cement plaster to <strong>in</strong>side walls and outside upto gl and 20mm thick. 1:4 plaster <strong>in</strong> bottom of the pit ,provid<strong>in</strong>g necessary <strong>in</strong>vert with cement concrete 1:3:6 with stone chips as per direction , neatcement f<strong>in</strong>ish<strong>in</strong>g to entire <strong>in</strong>ternal surface , top of the pit cover with 100mm thick. rcc slab(1:1.5:3) with stone chips and necessary re<strong>in</strong><strong>for</strong>cements upto 1% and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g 6mmthick. cement plaster 1:4 on all external surfaces of the slab and one 560 mm dia rcc manholecover of approved make supplied , fitted and fixed <strong>in</strong> the slab with necessary fitt<strong>in</strong>gs , necessaryearthwork <strong>in</strong> excavation <strong>in</strong> allsorts of soil , fill<strong>in</strong>g sides of the pit with earth and remov<strong>in</strong>g soil andwork complete <strong>in</strong> all respect with all cost of labour and materials.With pakur variety. EACH 5Construction of septic tank of different capacities as per approved draw<strong>in</strong>g with 1st class brickwork <strong>in</strong> cement mortar (1:4) <strong>in</strong>clud<strong>in</strong>g two 560 mm dia RCC manhole cover (heavy type) ofapproved make supplied, fitted and fixed <strong>in</strong> the 100 mm thick RCC (1:1.5:3) top slab withnecessary fitt<strong>in</strong>gs, 20 mm thick cement plaster (4:1) with neat cement f<strong>in</strong>ish to the <strong>in</strong>ternal surfacesand 15 mm thick cement plaster (4:1) to outside wall upto 200 mm below G.L. floor f<strong>in</strong>ished with25 mm thick grey artificial stone over 100 mm thick RCC (1:1.5:3) bottom slab <strong>in</strong>clud<strong>in</strong>gsupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g all necessary specials, fitt<strong>in</strong>gs, S.W. tees, C.I. foot rest etc. <strong>in</strong>clud<strong>in</strong>gexcavat<strong>in</strong>g earth <strong>in</strong> all sorts of soil, shor<strong>in</strong>g, bail<strong>in</strong>g and pump<strong>in</strong>g out water as necessary, ramm<strong>in</strong>g,dress<strong>in</strong>g the bed and refill<strong>in</strong>g the sides of the tank with earth, remov<strong>in</strong>g spoils, fill<strong>in</strong>g up thechamber with clear water, remov<strong>in</strong>g <strong>for</strong>eign materials from the chamber and <strong>in</strong>clud<strong>in</strong>g construct<strong>in</strong>gattached <strong>in</strong>spection pit as per approved draw<strong>in</strong>g and connect<strong>in</strong>g all necessary pipes, jo<strong>in</strong>ts etc. with<strong>in</strong>ternal plaster work and artificial stone floor<strong>in</strong>g to be done with admixture of water proof<strong>in</strong>gcompound @ 0.5% by weight of cement with all costs of labour and materialsWith Bazree (N.B.Variety)<strong>for</strong> 50 user EACH 1Construction of circular soak well 2.5 metre deep <strong>in</strong> all types of sandy soils with dry brick workupto 1.6 metre from the bottom hav<strong>in</strong>g 150 mm <strong>in</strong>termediate cement brick work (1:4) band allround and cement brick work (1:4) upto 0.90 metre from top with 20 mm thick cement plaster<strong>in</strong>g(1:4) to <strong>in</strong>side face upto the depth of cement brick work, 15 mm thick cement plaster (1:4) on theouter face from top of the well upto GL and 6 mm thick cement plaster (1:4) on top of the RCCcover slab <strong>in</strong>clud<strong>in</strong>g fill<strong>in</strong>g bottom 1.00 metre of <strong>in</strong>side of the well with brick metal (50 mm to 63 EACH 1mm size) <strong>in</strong>clud<strong>in</strong>g R.C.C. cover slab of 100 mm thick with cement concrete (1:1.5:3) with stonechips with necessary re<strong>in</strong><strong>for</strong>cement and shutter<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g one 560 mm dia. R.C.C. manholecover (heavy type) of approved make supplied, fitted and fixed <strong>in</strong> the cover slab with necessaryfitt<strong>in</strong>gs, mak<strong>in</strong>g necessary arrangements <strong>for</strong> pipe connections, excavation of well <strong>in</strong>clud<strong>in</strong>gshor<strong>in</strong>g, dewater<strong>in</strong>g and remov<strong>in</strong>g the excess earth from the premises as per direction complete <strong>in</strong>196
all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mmthick cement brick work (6:1) and 1.00 m <strong>in</strong>side diaF EXTERNAL ELECTRICAL1 Pa<strong>in</strong>t<strong>in</strong>g upto 8 letters of the engraved number with approved black pa<strong>in</strong>t / red pa<strong>in</strong>t as required Each 472 Lay<strong>in</strong>g on Wall / surface with Saddles / clampsa)Lay<strong>in</strong>g of cable upto 2 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip)Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages and RM 5pa<strong>in</strong>t<strong>in</strong>gb)Lay<strong>in</strong>g of cable upto 3/4 core 25 sqmm on wall / surface <strong>in</strong>cl. S & FMS saddles with earth<strong>in</strong>gattachment <strong>in</strong> 10 SWG GI (Hot Dip) Wire, mak<strong>in</strong>g holes etc. as necy. mend<strong>in</strong>g good damages and RM 10pa<strong>in</strong>t<strong>in</strong>g3Lay<strong>in</strong>g through RCC / Hume / GI Pipe, only Cable upto 50 sqmm through exist<strong>in</strong>g RCC / Hume /GI Pipe / open masonary trench <strong>for</strong> s<strong>in</strong>gle, 2, 3, 3½ & 4 coreRM 154 Lay<strong>in</strong>g through Underground Trencha)Lay<strong>in</strong>g of one no. cable upto 35 sqmm <strong>in</strong> underground trench 460mm wide x 760 mm averagedepth, with brick protection on thetop of the cable with 8 (eight) Nos. bricks per metre, <strong>in</strong>clud<strong>in</strong>gfill<strong>in</strong>g the space between the brick & cable and also the trenchwith shifted soil, level<strong>in</strong>g up andRM 350restor<strong>in</strong>g surface duly rammedb)Lay<strong>in</strong>g of two cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong> s<strong>in</strong>gle tier <strong>for</strong>mation (horizontal),the trench size : 680 mm x 760mm average depth, with brick protection on the top of each cable 8(eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator between the bricks and RM 150cables and also trench to befilled up with shifted soil, levell<strong>in</strong>g up and restor<strong>in</strong>g surface dulyrammedc)Lay<strong>in</strong>g of three cables upto 35 sqmm <strong>in</strong> an underground trench <strong>in</strong>s<strong>in</strong>gle tier <strong>for</strong>mation (horizontal)the trench size : 915 mm x 760mm average depth with brick protection on the top of each cablewith 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables <strong>in</strong>clud<strong>in</strong>g RM 120fill<strong>in</strong>g the space between the bricks and cables and also the trench with shifted soil, levell<strong>in</strong>g upand restor<strong>in</strong>g surface duly rammedCompression Glands5Supply<strong>in</strong>g and fix<strong>in</strong>g compression type gland complete with brass gland, brass r<strong>in</strong>g & rubber r<strong>in</strong>g<strong>for</strong> dust & moisture-proof entry of XLPE / PVC armoured cables as below :a) For 2 coreupto 4 sqmm Each 9b) For 4 coreupto 4 sqmm Each 1256 F<strong>in</strong>ish<strong>in</strong>g cable endsF<strong>in</strong>ish<strong>in</strong>g the end of follow<strong>in</strong>g XLPE / PVC armoured cables by crimp<strong>in</strong>g method <strong>in</strong>cl. supply<strong>in</strong>gand fix<strong>in</strong>g solderless socket (Dowels make), tapes, anticorrosive paste & jo<strong>in</strong>t<strong>in</strong>g materials :a) 2 core 4 sqmm cable Set 9197
) 4 core 4 sqmm cable Set 1257 GI Pipe ProtectionSupply<strong>in</strong>g & fix<strong>in</strong>g medium gauge GI Pipe (TATA-Medium orISI-Medium) Protection withnecessary fitt<strong>in</strong>gs and jo<strong>in</strong>t<strong>in</strong>g metarials as requireda) 50 mm dia metre 5b) 100 mm dia metre 58Supply<strong>in</strong>g and test<strong>in</strong>g of follow<strong>in</strong>g size L.T. cable, work<strong>in</strong>g voltage 1.1 KV grade, heavy dutyXLPE <strong>in</strong>sulated, armoured, screened, stranded, Al distribution power conductor cable, con<strong>for</strong>m<strong>in</strong>gto IS : 7098 ( Part - I ) / 1554 ( Part - I ) as per electrical specification.a) 2C, 4 sqmm. RM 50b) 4C, 4 sqmm. RM 6009Supply<strong>in</strong>g & fix<strong>in</strong>g CI water proof loop<strong>in</strong>g cable box hav<strong>in</strong>g CI top cover of 4mm thick withrubber gasket l<strong>in</strong><strong>in</strong>g, railway type mechanical lock<strong>in</strong>g arrangement, earth<strong>in</strong>g term<strong>in</strong>al with lug etc.of the follow<strong>in</strong>g sizes complete with suitable size Al bus bars with holes (<strong>for</strong> phase, N & E) ffixedon Bakelite / hard rubber <strong>in</strong>sulator over the MS welded chairs, hous<strong>in</strong>g the same 450mm aboveSet 60ground with 25mm x 6mm thick angle iron frame / legs on CC muff<strong>in</strong>g (6:3:1) <strong>in</strong>cl. pa<strong>in</strong>t<strong>in</strong>g,mak<strong>in</strong>g connection complete etc.300mm x 200mm x 65mm10Provid<strong>in</strong>g CC (6:3:1) pole base foundation of 600 x 600 mm <strong>in</strong> size with PCC sol<strong>in</strong>g at 760mmdepth below ground level or equivalent size of square base with 450mm high muff<strong>in</strong>g aboveground level complete with 3mm thick neatly f<strong>in</strong>ished cement plaster around with 250mm x 250Set 5mm x 100 mm CI loop box.11Supply and <strong>in</strong>stallation of local earth<strong>in</strong>g station <strong>for</strong> external light<strong>in</strong>g system etc. with 16mm dia.,2.0 m long G.I. rod with double nuts and washer driven below the ground level and mak<strong>in</strong>gSet 67connection with 8 SWG G.I. Wire from earth<strong>in</strong>g station to JB.SUB-HEAD - B: DISTRIBUTION BOARD AND CONTROL PANEL12Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g way prewired vertical type TP&N MCB distribution board of steelsheet <strong>for</strong> 415 volts on surface/recess complete with loose wire box of sheet steel, dust protected,duly powder pa<strong>in</strong>ted, <strong>in</strong>clusive of 200 amps t<strong>in</strong>ned copper bus bar, common neutral l<strong>in</strong>k, earth bar,d<strong>in</strong> bar <strong>for</strong> mount<strong>in</strong>g MCB's, term<strong>in</strong>al connectors <strong>for</strong> all <strong>in</strong>com<strong>in</strong>g and outgo<strong>in</strong>g circuits, dulyprewired with adequate size of FR PVC <strong>in</strong>sulated copper conductor upto the term<strong>in</strong>al connector/Each 1neutral l<strong>in</strong>k, earth<strong>in</strong>g etc as required (But without MCB/ RCCB/ Isolator). (Note : Prewiredvertical type MCB TPDB is normally used where 3 phase outlets are required.)6 way Double door13Supply<strong>in</strong>g and fix<strong>in</strong>g 5 amps to 32 amps rat<strong>in</strong>g, 240/415 volts, "C" curve, m<strong>in</strong>iature circuit breakersuitable <strong>for</strong> <strong>in</strong>ductive load of follow<strong>in</strong>g poles <strong>in</strong> the exist<strong>in</strong>g MCB DB complete with connections, Each 6test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.Triple pole14Supply<strong>in</strong>g and fix<strong>in</strong>g follow<strong>in</strong>g rat<strong>in</strong>g, four pole, 415 volts, isolator <strong>in</strong> the exist<strong>in</strong>g MCB DBcomplete with connections, test<strong>in</strong>g and commission<strong>in</strong>g etc. as required.40 amps Each 1198
15 Supply<strong>in</strong>g and fix<strong>in</strong>g s<strong>in</strong>gle pole blank<strong>in</strong>g plate <strong>in</strong> the exist<strong>in</strong>g MCB DB complete etc. as required. Each 4SUB-HEAD -C: INSTALLATION OF FIXTURES16 Fix<strong>in</strong>g of outdoor type Bollard light ( <strong>in</strong>clud<strong>in</strong>g base foundation & mak<strong>in</strong>g connection ) Each 30SUB-HEAD - D: SUPPLY OF FIXTURE17Supply of outdoor type Bollard light fitt<strong>in</strong>gs (similar type : Philips make type no. FGC1001xPLS9W with Lamp 1xPLS9W.)Each 3018Supply, erection, test<strong>in</strong>g & commission<strong>in</strong>g of high mast light<strong>in</strong>g system with lamps (as per CP3 -TRT / 1996 of ILE, UK ) consist<strong>in</strong>g of totally high dip galvanised by s<strong>in</strong>gle dipped method highmast, larntern carriage suitable <strong>for</strong> upto 12 nos. lum<strong>in</strong>aries, mast head assembly, double drum typeself susta<strong>in</strong><strong>in</strong>g w<strong>in</strong>ch, <strong>in</strong>tegral power tool (manual) hot dipped galvanised heavy duty pipelightn<strong>in</strong>g f<strong>in</strong>ial, suitable ropes & CC foundation of M-15 grade complete as required. The mast isconstructed from mild steel plates ** cut & folded to <strong>for</strong>m a polygonal section, telescopic jo<strong>in</strong>ted& weld<strong>in</strong>g as per BS-5135. The complete work shall be supervised and certified by themanufacturers <strong>for</strong> satisfactory supply, erection, test<strong>in</strong>g & commission<strong>in</strong>g of high mast.** [ as per BS - EN 10025 :No. of longitude welds : s<strong>in</strong>gleCross section of Mast polygone ( No. ofsides ) 12Nos. of section of Mast : 2Thickness of section : 3--3Thickness of galvanisation ( m<strong>in</strong>. ) :86 micronSize of base plate ( m<strong>in</strong>. ) : 25 mm.Nos. of bolts : 6PCD of foundation : 440 mm.Boltdiameter : 25 mm. Nos. of fitt<strong>in</strong>gs : 6Nos. of Drum : 2 ( Drum / w<strong>in</strong>ch )Capacity ( m<strong>in</strong>. ) : SWL350 kg.Wire Ropes ( Nos. / Thickness ) : 2/3 nos. ( 6 mm. ) Power tool ( Reversible ) : 415V, 3Phase ]12.5 mm. <strong>in</strong> two section.Supply & fix<strong>in</strong>g above type high mast with light fit<strong>in</strong>gs & all fix<strong>in</strong>g materials complete with<strong>in</strong>terconnection etc. as required.Each 219Supply, <strong>in</strong>stallation, test<strong>in</strong>g all complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g pole, FB, bracket & bracket arm,lantern, lamp, control gear, all fitt<strong>in</strong>gs and fixtures, etc. Decorative Lamp Posts with LED lampfitt<strong>in</strong>gs. Model is 4 meter Alexander pole with Borage lantern with 36 Watt LED lamp of BajajLight<strong>in</strong>g Cataloge or equivalentSet 15G1HORTICULTUREPlant<strong>in</strong>g and grow<strong>in</strong>g of follow<strong>in</strong>g trees/plants/hedges as per design and draw<strong>in</strong>g of 0.5 to 1mheight <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and all other ma<strong>in</strong>tenance of one yeara) Casur<strong>in</strong>a equisatifolia No 30.00b) Pennisetum macrostachyum var. No 300.00c) Pandanus pigmeae yellow No 1,200.00d) Heliconis psyttacorum golden torch No 650.00e) Acalipha wilkesiana tricolour No 1,200.00f) Elais guianansis No 8.00g) Cocos nucifera - malay dwarf No 20.00h) Hymenocallis littoralis No 1,200.00i) Youcca gloriosa No 20.00199
j) Stenato<strong>for</strong>um secundatum Sqm 600.002Grass<strong>in</strong>g with selection No.1 grass <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ma<strong>in</strong>tenance of the lawn <strong>for</strong> 30 days ormore till the grass <strong>for</strong>ms a thick lawn, free from weeds and fit <strong>for</strong> mow<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g %Sqm 400.00good earth, if needed (the good earth shall be paid <strong>for</strong> separately).3Supply and fix<strong>in</strong>g of Stone slab/rocks of different size, shape and colour as required to match thelandscape design.No 12.004Good Earth fill<strong>in</strong>g(area mentioned below)-Supply<strong>in</strong>g and stack<strong>in</strong>g of sweet earth at site <strong>in</strong>clud<strong>in</strong>groyalty and carriage up to 1km. (earth measured <strong>in</strong> stacks will be reduced by 20%<strong>for</strong> payment )Cum 550.005Preparation of beds <strong>for</strong> hedg<strong>in</strong>g and shrubbery by excavat<strong>in</strong>g 60 cm deep and trench<strong>in</strong>g theexcavated base to a further depth of 30 cm, refill<strong>in</strong>g the excavated earth after break<strong>in</strong>g clods andmix<strong>in</strong>g with sludge or manure <strong>in</strong> the ratio of 8:1 (8 parts of stacked volume of earth after reductionby 20% : one part of stacked volume of sludge or manure after reduction by 8%), flood<strong>in</strong>g withwater, fill<strong>in</strong>g with earth if necessary, water<strong>in</strong>g and f<strong>in</strong>ally f<strong>in</strong>e dress<strong>in</strong>g, level<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>gCum 4,000.00stack<strong>in</strong>g and disposal of materials declared unserviceable and surplus earth by spread<strong>in</strong>g andlevel<strong>in</strong>g as directed, with<strong>in</strong> a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure orextra earth to be paid <strong>for</strong> separately).6Preparation of mounds of various size and shape by available excavated / supplied earth <strong>in</strong> layersnot exceed<strong>in</strong>g 20 cm <strong>in</strong> depth, break<strong>in</strong>g clods, water<strong>in</strong>g of each layer, dress<strong>in</strong>g etc., lead upto 50 Cum 400meter and lift upto 1.5 m complete as per direction of Officer-<strong>in</strong>-charge.H Street Furniture and Children's Play EquipmentSupply and <strong>in</strong>stallation of the follow<strong>in</strong>g items <strong>for</strong> the children's park1The double arc sw<strong>in</strong>g with powder coated arc shaped side frame made up of 80 NB GI pipe andpowder coated top pipe made up of 50 NB GI pipe. The two sw<strong>in</strong>gs are made up of 10 mm thickanti skid chequered re<strong>in</strong><strong>for</strong>ced rubber top. The belt seat is suspended on 6 mm rubber coated GI Each 2.00cha<strong>in</strong>. The ball bear<strong>in</strong>gs are mounted <strong>in</strong>side a specially designed nylon clamp. (product code -PGSW 02 of Arihant Playtime product or equivalent)2Circular sw<strong>in</strong>g with leg support 40 nb and the top bar from 50 nb powder coated GI pipes. Thesw<strong>in</strong>g frame is made from 25 nb and 15 nb powder coated GI pipes. There are two seats providedwhich are made out of moulded plastic <strong>in</strong> root mould<strong>in</strong>g process. The plat<strong>for</strong>m is made us<strong>in</strong>g Each 1.00alum<strong>in</strong>um chequered plate <strong>for</strong> footrest and bear<strong>in</strong>g assembly is made (product code -PGKD 06 ofArihant Playtime product or equivalent).3This FRP wave slide consists made up of 4 mm thick fiber re<strong>in</strong><strong>for</strong>ced plastic with the structuremade up of 20 NB and 25 NB powder coated GI pipes. The slide is supported on 80 NB powdercoated GI pipes. The ladder cum rail<strong>in</strong>g is made 20 NB and 25 NB GI pipes respectively. Theplat<strong>for</strong>m of the slide is made up of 14 SWG GI sheet with anti skid <strong>for</strong> firm foot grip. There areEach 1.00triangular steps 16 SWG GI sheet. The slide chute has its end such as it causes safe land<strong>in</strong>g of thechild. (product code -PGSD 41 of Arihant Playtime product or equivalent)4 Tw<strong>in</strong>dler Go Round consists of circular non-skid type FRP plat<strong>for</strong>m and handrails of 20 NB GI Each 1.00200
5678I123pipes with m<strong>in</strong>imum thickness of 2 mm. The bear<strong>in</strong>g used will be of heavy duty bear<strong>in</strong>gpermanently lubricated with water sealant. (product code - PGMR 01 of Arihant Playtime productor equivalent)The Multi-Seater See saw comprises of four FRP seats with levers made up of 20 NB and 80 NBpowder coated GI pipes. The bear<strong>in</strong>g will be heavy duty nylon bush type and the stand <strong>for</strong> see sawis made us<strong>in</strong>g 50 NB GI pipe. (product code - PGSS 04 of Arihant Playtime product orequivalent)Animal merry go round made up of 25 NB & 40 NB powder coated GI pipes with 80 NB GI pipesstand. The whole structure is mounted on heavy-duty bear<strong>in</strong>g shaft permanently lubricated withwater sealant. The animal seats (4 nos) are made out of moulded plastic <strong>in</strong> rotational mould<strong>in</strong>gprocess (LLDP). (product code -PGMR 02 of Arihant Playtime product or equivalent)Supply and fix<strong>in</strong>g of moulded FRP made dust b<strong>in</strong> <strong>in</strong> Fish shape (Product code PGDD 25 ofArihant make or equivalent)Supply and fix<strong>in</strong>g of benches made of HDPE (Product Name Stadium Bench code PGGD 04 ofArihant make or equivalent)DISMANTLINGDismantl<strong>in</strong>g all types of masonary except<strong>in</strong>g cement concrete pla<strong>in</strong> or re<strong>in</strong><strong>for</strong>ced, stack<strong>in</strong>gservicable materials at site and remov<strong>in</strong>g rubbish as directed with<strong>in</strong> a lead of 75 m.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roofDismanlt<strong>in</strong>g all types of pla<strong>in</strong> cement concrete works, stack<strong>in</strong>g servicable materials at site andremov<strong>in</strong>g rubbish as directed with<strong>in</strong> a lead of 75 m.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roof upto 150 mm thickDismanlt<strong>in</strong>g R. C. floor, roof, beams, etc. <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g rods and remov<strong>in</strong>g rubbish as directedwith<strong>in</strong> a lead of 75 m <strong>in</strong>clud<strong>in</strong>g stack<strong>in</strong>g of steel bars.a) In ground floor <strong>in</strong>clud<strong>in</strong>g roofEach 2.00Each 1.00Each 20.00Each 20.00cum 40.00cum 20.00cum 55.00Schedule of Quantities <strong>for</strong> Open Area Theatre (Civil Works) at <strong>Digha</strong>SL.No.RATEITEM DESCRIPTION UNIT IN FIGUREIN WORDQUANTITYAMOUNT (Rs.)Earth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s. <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed soil1but exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g. Spread<strong>in</strong>g or stack<strong>in</strong>g the spoils with<strong>in</strong> alead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches. levell<strong>in</strong>g.dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completea) Depth of foundation upto 1500mm Cum 125.00b) Depth of foundation 1500mm to 3000mm Cum 65.002 Earth work <strong>in</strong> fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150201
mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).a) With earth obta<strong>in</strong>ed from excavation of foundation. Cum 110.00b) With carried earth arranged by contractor with<strong>in</strong> a radius of 3km <strong>in</strong>clud<strong>in</strong>g cost of carried earth Cum 47.003Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not exceed<strong>in</strong>g 150mm as by thoroughsaturation with water, ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same Cum 101.27<strong>in</strong>clud<strong>in</strong>g the cost of supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)4 Pre-constructional antitermite measuresAnti termite treatment to bottom surface (<strong>in</strong> case of masonry foundation and basements) and thesides (upto aa)height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admix<strong>in</strong>gchloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5Sqm 175.92Litres per Sq.M area. The work shall be carried out as per specification described <strong>in</strong> 6.2.1. of codeIS-6313 (part -II) 1981. (Mode of measurement will be the plan area of foundation treated)b)Anti termite treatment to the top surface of the consolidated earth with<strong>in</strong> pl<strong>in</strong>th walls with chemicalemulsion by admix<strong>in</strong>g chloropyrofos emulsifiable concentrates ( 1% concentration) with water byweight at the rate of 5 Litres per Sq.M of the surface be<strong>for</strong>e sand bed or sub-grade is laid. Holesupto 50 mm. to 75 mm. deep at 150 mm. center to center both ways shall be made with 12 mm, Sqm 196.80diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion.The work shall be carried out as per specification described <strong>in</strong> para 6.4 of code IS-6313 (part -II)1981. (Mode of measurement will be per Sq.M of plan area of pl<strong>in</strong>th treated.)Pre-constructional ant termite measuresc)Treatment to the back fill<strong>in</strong>g of RCC foundation with chemical emulsion by admix<strong>in</strong>gChloropyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 liters persqm of the vertical surface of the substructure of each side of the foundation. The work shall becarried out as per specification as described <strong>in</strong> para 6.3.1 of code IS-6313 (part-II) 1981 (Mode ofmeasurement will be per sq.m. of vertical area of foundation treated).Sqm 371.75567Cement concrete with graded stone ballast ( 30 mm size) exclud<strong>in</strong>g shutter<strong>in</strong>g)In ground floor(a) 1:3:6 proportionPakur variety Cum 75.00Ord<strong>in</strong>ary cement concrete (mix 1:2:4) with graded stone chips (20mm nom<strong>in</strong>al size) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any, <strong>in</strong> ground floor as per relevant IS codePakur variety Cum 6.09Controlled Cement concrete with well graded stone chips (20 mm nom<strong>in</strong>al size ) exclud<strong>in</strong>gshutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement with complete design of concrete as per IS : 456 and relevant specialpublications submission of job mix <strong>for</strong>mula after prelim<strong>in</strong>ary mix design after test<strong>in</strong>g of concretecubes as per direction of Eng<strong>in</strong>eer-<strong>in</strong> charge Consumption of cement will not be less than 300 Kg of202
cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will bedeterm<strong>in</strong>ed on the basis of prelim<strong>in</strong>ary test and job mix <strong>for</strong>mula. In ground floor and foundation.[us<strong>in</strong>g concrete mixture]M 25 GradePakur Varietya) upto pl<strong>in</strong>th Cum 56.32b) Ground Floor Cum 66.588Hire and labour charges <strong>for</strong> shutter<strong>in</strong>g with center<strong>in</strong>g and necessary stag<strong>in</strong>g upto 4 m. us<strong>in</strong>gapproved stout props and thick hard surface of approved thickness with required brac<strong>in</strong>g <strong>for</strong>concrete slabs, beams, columns, l<strong>in</strong>tels curved or straight <strong>in</strong>clud<strong>in</strong>g fitt<strong>in</strong>g, fix<strong>in</strong>g and strik<strong>in</strong>g outafter completion of works. (upto roof of ground floor)Steel shutter<strong>in</strong>g or 9 to 12 mm thk. approved quality ply board shutter<strong>in</strong>g <strong>in</strong> any concrete work.a) upto pl<strong>in</strong>th Sqm 389.08b) Ground Floor Sqm 625.009Re<strong>in</strong><strong>for</strong>cement <strong>for</strong> re<strong>in</strong><strong>for</strong>ced concrete work <strong>in</strong> the all sorts of structures <strong>in</strong>clud<strong>in</strong>g distribution bars,stirrups, b<strong>in</strong>ders etc. <strong>in</strong>clud<strong>in</strong>g supply of rods , <strong>in</strong>itial straighten<strong>in</strong>g and removal of loose rust (ifnecessary), cutt<strong>in</strong>g to requisite length, hook<strong>in</strong>g and bend<strong>in</strong>g to correct shape, plac<strong>in</strong>g <strong>in</strong> properposition and b<strong>in</strong>d<strong>in</strong>g with 16 gauge black annealed wire at every <strong>in</strong>tersection, complete as perdraw<strong>in</strong>g and directionTor steel / Mild steel M.T. 15.5010 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6)a) upto pl<strong>in</strong>th Cum 61.58b) Ground Floor Cum 55.0011 125 mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors. Sqm 27.791225mm thk. damp proof course above pl<strong>in</strong>th brickwork except the position of doors <strong>in</strong> concrete mix(1:2:4) with 6mm stone chips with admixture of Pidilcrete L.W or similar as <strong>in</strong>structed by the Sqm 12.188Architect13S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to proper leveland fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 385.88a 20 mm thick plaster (External) 1:4. Ground floor Sqm 1506.85b 15 mm thick plaster (Internal) 1:4. Ground floor Sqm 110.00c 10 mm thick plaster (Ceil<strong>in</strong>g) 1:4. Ground floor Sqm 54.8015Supply<strong>in</strong>g , fitt<strong>in</strong>g & fix<strong>in</strong>g 18mm to 22mm thick kota stone slab <strong>in</strong> wall dado floor <strong>in</strong> 15mm thick(avg.) cement mortar (1:3) <strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g suitable arrangement to hold the stone properly bybrass / copper hooks <strong>in</strong>clud<strong>in</strong>g po<strong>in</strong>t<strong>in</strong>g <strong>in</strong> cement mortar (1:2) (1 cement :2 marble dust) withadmixture of pigments match<strong>in</strong>g the stone shade, <strong>in</strong>clud<strong>in</strong>g gr<strong>in</strong>d<strong>in</strong>g & polish<strong>in</strong>g all complete as perSqm 274.80203
16171819direction of Eng<strong>in</strong>eer-<strong>in</strong>-charge <strong>in</strong>clud<strong>in</strong>g cost of materials, labour, scaffold<strong>in</strong>g, stag<strong>in</strong>g, cur<strong>in</strong>gcomplete.[us<strong>in</strong>g cement slurry <strong>for</strong>bedd<strong>in</strong>g @4.4kg./Sqm & <strong>for</strong> jo<strong>in</strong>t<strong>in</strong>g @1.8kg/Sqm]Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish anti skid <strong>in</strong> floors withcement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles us<strong>in</strong>g cement@2.91 kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/Sqm (Coloured decorative)Area of each tile above 0.09SqmColoured decorative Sqm 30.00Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 1st quality ceramic tiles hav<strong>in</strong>g mat f<strong>in</strong>ish <strong>in</strong> walls with cement sandmortar (1:3) 15mm thk and cement slurry 2 mm thk. at back side of tiles us<strong>in</strong>g cement @2.91kg/Sqm & Jo<strong>in</strong>t fill<strong>in</strong>g us<strong>in</strong>g white cement slurry @ 0.20 Kg/Sqm (Coloured decorative)Area of each tile above 0.09SqmColoured decorative Sqm 100.00Apply<strong>in</strong>g Exterior grade Acrylic primer of approved, quality and brand on plastered or concretesurface old or new surface to receive decorative textured (matt f<strong>in</strong>ish) or smooth f<strong>in</strong>ish acrylicexterior emulsion pa<strong>in</strong>t <strong>in</strong>clud<strong>in</strong>g scrap<strong>in</strong>g and prepar<strong>in</strong>g the surface thoroughly, complete as permanufacturer's specification and as per direction of the EIC.Sqm 1500.00In Ground Floor:One CoatProtective and Decorative Textured exterior high class matt f<strong>in</strong>ish pa<strong>in</strong>t of approved quality,composed of special Tharmoplastic Res<strong>in</strong> conta<strong>in</strong><strong>in</strong>g f<strong>in</strong>e crystall<strong>in</strong>e additives derive from Graniteas per manufacture's specification and as per direction of EIC to be applied over acrylic primer asrequired. The rate <strong>in</strong>cludes cost of material, labour, scaffold<strong>in</strong>g and all <strong>in</strong>cidental charges butexclud<strong>in</strong>g the cost of primer.Sqm 1500.00Ground FloorTwo coats.Apply<strong>in</strong>g Acrylic Emulsion Pa<strong>in</strong>t, hav<strong>in</strong>g VOC (Volatile Organic Compound) content less than 5020grams/ litre, of approved make and brand on walls and ceil<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g sand paper<strong>in</strong>g <strong>in</strong><strong>in</strong>termediate coats <strong>in</strong>clud<strong>in</strong>g putty (to be done under specific <strong>in</strong>struction of S.E.):Two coatsSqm 215.00Luxury qualityPa<strong>in</strong>t<strong>in</strong>g with best quality synthetic enamel pa<strong>in</strong>t hav<strong>in</strong>g low VOC (Volatile Organic Compound )of approved make and brand <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surface by sand paper<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>g us<strong>in</strong>g21 of approved putty etc. on the surface if necessarySqm 82.56iv) Two coats ( with any shade except white )With super gloss22Prim<strong>in</strong>g one coat on Timber or plastered surface with synthetic oil bound primer of approvedquality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.Sqm 17.5623 Prim<strong>in</strong>g one coat on steel or other metal surface with synthetic oil bound primer of approved Sqm 10.00204
242526quality <strong>in</strong>clud<strong>in</strong>g smoothen<strong>in</strong>g surfaces by sand paper<strong>in</strong>g etc.Wood work <strong>in</strong> door frame fitted & fixed complete <strong>in</strong>clud<strong>in</strong>g a protective coat of pa<strong>in</strong>t<strong>in</strong>g at thecontact surface of the frame exclud<strong>in</strong>g cost of conc. Iron butt h<strong>in</strong>ges and MS clamp.Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.Supply<strong>in</strong>g solid flush type doors of commercial quality, the timber frame consist<strong>in</strong>g of top andbottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fitted with37.5mm wide battens placed both ways <strong>in</strong> order to make the door of solid core and <strong>in</strong>ternal lipp<strong>in</strong>gwith garjan or similar wood veneers us<strong>in</strong>g phenol <strong>for</strong>maldehyde as glue etc. complete <strong>in</strong>clud<strong>in</strong>gfitt<strong>in</strong>g, fix<strong>in</strong>g shutters <strong>in</strong> position but exclud<strong>in</strong>g the cost of h<strong>in</strong>ges and other fitt<strong>in</strong>gs.35 mm thick shutters ( s<strong>in</strong>gle leaf)Supply<strong>in</strong>g fitt<strong>in</strong>g & fix<strong>in</strong>g fiber re<strong>in</strong><strong>for</strong>cement polymer (FRP) composite door shutters as perapproved design with glass fiber re<strong>in</strong><strong>for</strong>cement plastic moulded sk<strong>in</strong>s & a special sandwich core, soas to impart monolithic composite structure as per approved technology of Department of Science& Technology(DST) to satisfy IS:4020 door test<strong>in</strong>g per<strong>for</strong>mance criteria.In ground floor Includ<strong>in</strong>g roof25mm thickCum 0.08Sqm 3.78sqm 1.5827282930Supply<strong>in</strong>g fitt<strong>in</strong>g & fix<strong>in</strong>g fiber re<strong>in</strong><strong>for</strong>cement polymer (FRP) composite door frame as perapproved design with glass fiber re<strong>in</strong><strong>for</strong>cement plastic moulded sk<strong>in</strong>s & a special sandwich core, soas to impart monolitaheic composite structure as per approved technology of Department of Science& Technology(DST) to satisfy IS:4020 door test<strong>in</strong>g per<strong>for</strong>mance criteria.66mmx90mmIron Butt h<strong>in</strong>ges of approved quality fitted and fixed with steel screws with ISI marks (100mm x58mm x 1.9mm )Renew<strong>in</strong>g M.S. clamps <strong>for</strong> door & w<strong>in</strong>dow frame made of flat bent bar, end bifurcated withnecessary screws etc. In cement concrete (1:2:4) <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g brick work/concrete work as perdirection.(Cost of concrete will be paid separately)rm 4.95Nos 6.00Nos 12.0040mmx6mm,200mm lengthAnodised alum<strong>in</strong>ium tower bolt full covered of approved manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to IS 204/74 fitted and fixed with cadmium plated screws:225 mm long x 10mm dia bolt Nos 6.0031 Anodised alum<strong>in</strong>ium grip handle with base plate of approved quality fitted & fixed completeda) With base platei)165 mm grip x 12mm dia rod x42mm plate x 3.2mm thick. Nos 4.0032Anodised alum<strong>in</strong>ium aldrop / slid<strong>in</strong>g bolts of approved quality manufactured from extruded sectioncon<strong>for</strong>m<strong>in</strong>g to I.S. specification (I.S. 2681/66) fitted & fixed complete.250mm x 16mm dia boltNos 4.00205
Schedule of Quantities <strong>for</strong> Open Area Theatre (Sanitary & Plumb<strong>in</strong>g Works) at <strong>Digha</strong>SL.No.123456RATEIN WORDITEM DESCRIPTION UNIT IN FIGUREQUANTITYSUBHEAD “A”:- SANITARY FITTINGS & FIXINGSSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Orissa pattern water closet <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position complete exclud<strong>in</strong>g 'P' or 'S' trap (exclud<strong>in</strong>g cost of concrete <strong>for</strong> fix<strong>in</strong>g) Sets 4580 mm X 440 mmSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g E.W.C. <strong>in</strong> white glazed vitreous ch<strong>in</strong>aware of approved make complete<strong>in</strong> position with necessary bolts, nuts, etc.Each 4.00With 'S' trapSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Closet seat of approved make with lid and C.P h<strong>in</strong>ges, rubber bufferand brass screws complete.a) E.W.C.Bestolite (solid type) white Each 4.00Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 10 liter PVC low-down cistern con<strong>for</strong>m<strong>in</strong>g to I.S specification withP.V.C. fitt<strong>in</strong>gs complete, C.I. brackets <strong>in</strong>clud<strong>in</strong>g two coats of pa<strong>in</strong>t<strong>in</strong>g to bracket etc.Each 8.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g white vitreous ch<strong>in</strong>a best quality approved make wash bas<strong>in</strong> with C.I.brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitt<strong>in</strong>gs of 32 mm dia. one approved qualitybrass C.P. pillar cock of 15 mm dia., C.P. cha<strong>in</strong> with rubber plug of 30 mm dia. approved qualityPVC waste pipe with C.P. nut 32 mm dia. 900 mm long approved quality PVC connection pipe withheavy brass C.P nut <strong>in</strong>clud<strong>in</strong>g mend<strong>in</strong>g good all damages and pa<strong>in</strong>t<strong>in</strong>g the brackets with two coatsof approved pa<strong>in</strong>t.a) 550 mm x 400 mm size Each 8.00Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g porcela<strong>in</strong> soap tray of approved makeRecessed soap tray of size 150 mm X 150 mmEach 8.00AMOUNT (Rs.)7Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Flat back ur<strong>in</strong>al (half stall ur<strong>in</strong>al) <strong>in</strong> white vitreous ch<strong>in</strong>aware ofapproved make <strong>in</strong> position with brass screws on 75 mm X 75 mm X 75 mm wooden blockscomplete with ur<strong>in</strong>al flush pipe connector etc all complete4.00(i) 590 mm X 390 mm X 380 mm8Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g 25mm thick marble partition slab with chawk doongri marble square cut,both sides polished with two front corners rounded & edges polished.Sqm 2.259Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bib cock or stop cockChromium plated Bib Cock long body with wall flange with aerator .Each 12.0010Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g angular or stop cockChromium plated.Each 12.0011 Chromium plate concealed stop cock heavy duty Each 10.0012 Supply<strong>in</strong>g fitt<strong>in</strong>g fix<strong>in</strong>g pillar cock of approved make Each 4.00206
CP Pillar cock - 15 mm.13Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g shower of approved brand and make.Chromium plated rose shower with revolv<strong>in</strong>g jo<strong>in</strong>t and 150 mm long shower arm (Equivalent to Each 4.00Code No. 5489 & Model - Florent<strong>in</strong>e of Jaquar or similar brand)14Supply<strong>in</strong>g, fitt<strong>in</strong>g & fix<strong>in</strong>g approved brand P.V.C CONNECTOR white flexible with both endscoupl<strong>in</strong>g with heavy brass C.P nut, 15mm diaa) 300 mm long Each 4.00b) 450 mm long Each 4.00SUBHEAD “B”:- TOILET REQUIREMENTS15Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g bevelled edged mirror 5.5 mm thick silver red as per I.S.Ispecifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm.Each 4.0016Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g liquid soap conta<strong>in</strong>erChromium platedEach 4.0017Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g towel rail with two brackets.C.P. over brassEach 10.0025 mm dia 600 mm long18Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g dome shaped C.P. waste grat<strong>in</strong>g <strong>for</strong> ur<strong>in</strong>als.(i) 50 mmEach 8.0019 Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g C.I. round grat<strong>in</strong>ga) 100 mm dia Each 15.00SUBHEAD “C”:- WATER SUPPLY (INTERNAL & EXTERNAL)Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g PVC pipes <strong>for</strong> underground work of approved make (medium duty)con<strong>for</strong>m<strong>in</strong>g to ASTMD - 1785 and threaded to match with GI pipes as per IS : 1239 (Part - I ) withall necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, long screw,20reduc<strong>in</strong>g socket, reduc<strong>in</strong>g tee, short piece etc. fitted <strong>in</strong>clud<strong>in</strong>g cost of all materials, jo<strong>in</strong>t<strong>in</strong>gmaterials, cutt<strong>in</strong>g pipes , mak<strong>in</strong>g threads, cutt<strong>in</strong>g trenches upto 1.5 meter below surface <strong>in</strong> all sortsof soil and refill<strong>in</strong>g the same as directed complete <strong>in</strong> all respect . (Payment will be made on thecenter l<strong>in</strong>e measurement of the total pipe l<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g all specials . No separate payment will bemade <strong>for</strong> accessories, specials.)a) 15 mm dia medium duty Mtrs 20.00b) 20 mm dia medium duty Mtrs 20.00c) 25 mm dia medium duty Mtrs 20.00d) 32 mm dia medium duty Mtrs 10.0021Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g gun metal wheel valve of approved brand and make tested to 21 kg persq. cm. (<strong>for</strong> water l<strong>in</strong>es only).32 mm dia Each 50.00207
22Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g approved quality P.V.C. water storage tanks (loft top type) with closed topwith lid (black) multilayer(a) 500 liters capacity Each 3,016.00SUBHEAD "D" : SOIL/WASTE/VENT/PIPES & SPECIALS23 Supply of UPVC pipes (B type) & fitt<strong>in</strong>gs con<strong>for</strong>m<strong>in</strong>g to IS - 13592 - 1992(A) S<strong>in</strong>gle Socketed 3 Meter Lengthi) 110 mm dia Mtrs 20.00(B) Fitt<strong>in</strong>gsa) 110 X 110 P trap75 mmeach 15.00b) 110 X 110 S trap75 mmeach 12.00ii) Double Y110 mm dia each 10.00iii) Double Y75 mm dia each 10.00iv) Door Y (LH) & (RH)110 mm dia each 12.00v) Door Bend (T.S.)110 mm dia each 12.00vi) Bend 87.5 degree(a) 110 mm dia each 12.00(b) 75 mm dia Each 2.0024Cast Iron fitt<strong>in</strong>g <strong>for</strong> soil pipe l<strong>in</strong>e con<strong>for</strong>m<strong>in</strong>g to IS:1729-1970 <strong>in</strong>clud<strong>in</strong>g jo<strong>in</strong>t<strong>in</strong>g and fitt<strong>in</strong>g andfix<strong>in</strong>g <strong>in</strong> position and pa<strong>in</strong>t<strong>in</strong>g two coats to the exposed surface complete <strong>in</strong>clud<strong>in</strong>g cost of allmaterials and labour.Double "Y" junction of 150 mm dia X 100 mm dia X 100 mm dia. With door.With lead caulked jo<strong>in</strong>ts each 2.0025Supply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g Cast Iron extension pipes <strong>for</strong> us<strong>in</strong>g <strong>in</strong> traps only (connector)con<strong>for</strong>m<strong>in</strong>g to IS:3989 and IS:1729-1964 <strong>in</strong>clud<strong>in</strong>g lead caulked jo<strong>in</strong>ts complete and pa<strong>in</strong>t<strong>in</strong>g twocoats to the exposed surface with approved pa<strong>in</strong>t complete.(i) 100 mm x 300 mm each 3.00(ii) 100 mm x 450 mm each 3.00(iii) 100 mm x 600 mm each 3.00iv) Vent Cowl110 mmeach 2.0026Labour <strong>for</strong> fitt<strong>in</strong>g and fix<strong>in</strong>g U.P.V.C. pipes <strong>for</strong> above ground work <strong>in</strong>clud<strong>in</strong>g cost of jo<strong>in</strong>t<strong>in</strong>gmaterials etc. fitt<strong>in</strong>g and fix<strong>in</strong>g all necessary specials, cutt<strong>in</strong>g pipes, cutt<strong>in</strong>g holes <strong>in</strong> walls or R.C.floor where necessary and mend<strong>in</strong>g good all damages exclud<strong>in</strong>g the cost of masonry or concrete208
27work, if necessary, but <strong>in</strong>clud<strong>in</strong>g the cost and fitt<strong>in</strong>g and fix<strong>in</strong>g holder bat clamps (any floor) or <strong>for</strong>underground work <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g trenches upto 1.5 meter and refill<strong>in</strong>g the same complete as perdirection of Eng<strong>in</strong>eer-<strong>in</strong>-charge . ( Payment will be made on center l<strong>in</strong>e measurement of the totalpipel<strong>in</strong>e <strong>in</strong>clud<strong>in</strong>g specials )(A) Above ground(i) 110 mm dia. Mtr 20.00( B ) Under ground(i) 110 mm dia. Mtr 50.00SUBHEAD "E" : RAIN WATER PIPESSupply<strong>in</strong>g, fitt<strong>in</strong>g and fix<strong>in</strong>g P.V.C. pipes of approved make of (medium duty) con<strong>for</strong>m<strong>in</strong>g toASTMD - 1785 and threaded to match with GI pipes as per IS:1239 (Part-I) with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, long screw, reduc<strong>in</strong>g socket,reduc<strong>in</strong>g tee, short piece, etc. fitted with holder bats clamps, <strong>in</strong>clud<strong>in</strong>g cutt<strong>in</strong>g pipes, mak<strong>in</strong>g Mtrs 15.00threads, fitt<strong>in</strong>g, fix<strong>in</strong>g etc. complete <strong>in</strong> all respect <strong>in</strong>clud<strong>in</strong>g cost of all necessary fitt<strong>in</strong>gs as required,jo<strong>in</strong>t<strong>in</strong>g materials and two coats of pa<strong>in</strong>t<strong>in</strong>g with approved pa<strong>in</strong>t <strong>in</strong> any position above ground. Forexposed work PVC pipes 100 dia P.V.C. pipeSchedule of Quantities <strong>for</strong> Open Area Theatre (Land Scap<strong>in</strong>g), at <strong>Digha</strong>SL.No.12RATEIN WORDITEM DESCRIPTION UNIT IN FIGUREQUANTITYLANDSCAPING AND PATHWAYSEarth work <strong>in</strong> excavation of foundation trenches or dra<strong>in</strong>s <strong>in</strong> all sorts of soil (<strong>in</strong>clud<strong>in</strong>g mixed soilbut exclud<strong>in</strong>g laterite or sandstone) <strong>in</strong>clud<strong>in</strong>g remov<strong>in</strong>g ,spread<strong>in</strong>g or stack<strong>in</strong>g the spoils with<strong>in</strong> alead of 75 m. as directed. The item <strong>in</strong>cludes necessary trimm<strong>in</strong>g of the sides of trenches, levell<strong>in</strong>g. Cum 200dress<strong>in</strong>g and ramm<strong>in</strong>g the bottom. Bail<strong>in</strong>g out water as required completeDepth of foundation upto 1500mmEarth work & fill<strong>in</strong>g <strong>in</strong> foundation trenches or pl<strong>in</strong>th with good earth <strong>in</strong> layers not exceed<strong>in</strong>g 150mm. <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ramm<strong>in</strong>g etc. layer by layer complete.(Payment to be made on basis ofmeasurement of f<strong>in</strong>ished quantity of work).With earth obta<strong>in</strong>ed from excavation of foundation. Cum 80AMOUNT (Rs.)3Fill<strong>in</strong>g <strong>in</strong> foundation or pl<strong>in</strong>th by silver sand <strong>in</strong> layers not by thorough saturation with water,ramm<strong>in</strong>g complete exceed<strong>in</strong>g 150 mm as directed and consolidat<strong>in</strong>g the same <strong>in</strong>clud<strong>in</strong>g the cost of Cum. 12.75supply of sand. (Payment to be made on measurement of f<strong>in</strong>ished quantity)4S<strong>in</strong>gle brick flat sol<strong>in</strong>g of picked jhama bricks <strong>in</strong>clud<strong>in</strong>g ramm<strong>in</strong>g and dress<strong>in</strong>g bed to proper leveland fill<strong>in</strong>g jo<strong>in</strong>ts with powdered earth or local sand.Sqm 905 Ord<strong>in</strong>ary Cement Concrete mix (1:1.5:3) with graded Stone Chips (20 mm nom<strong>in</strong>al size) exclud<strong>in</strong>g CUM 9209
shutter<strong>in</strong>g and re<strong>in</strong><strong>for</strong>cement, if any6 Brick work with 1st class bricks <strong>in</strong> cement mortar (1:6) upto pl<strong>in</strong>th Cum 40.007 125mm thick brick work with 1st class bricks <strong>in</strong> cement mortar (4:1) <strong>in</strong> different floors upto pl<strong>in</strong>th SQM 208Provid<strong>in</strong>g and lay<strong>in</strong>g 60mm thick factory made cement concrete <strong>in</strong>terlock<strong>in</strong>g paver block of M 30grade made by block mak<strong>in</strong>g mach<strong>in</strong>e with strong vibratory compaction, of approved size, design &shape, laid <strong>in</strong> required colour and pattern over and <strong>in</strong>clud<strong>in</strong>g 50mm thick compacted bed of coarseSQM 85sand, fill<strong>in</strong>g the jo<strong>in</strong>ts with f<strong>in</strong>e sand etc. all complete as per the direction of Eng<strong>in</strong>eer-<strong>in</strong>-charge.9 Cement plaster 1:3 (1 cement: 3 coarse sand) f<strong>in</strong>ished with a float<strong>in</strong>g coat of neat cement. SQM 1001HORTICULTUREPlant<strong>in</strong>g and grow<strong>in</strong>g of follow<strong>in</strong>g trees/plants/hedges as per design and draw<strong>in</strong>g of 0.5 to 1m height<strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and all other ma<strong>in</strong>tenance of one yeara) Casur<strong>in</strong>a equisatifolia No 5.00b) Pennisetum macrostachyum var. No 5.00c) Pandanus pigmeae yellow No 5.00d) Heliconis psyttacorum golden torch No 5.00e) Acalipha wilkesiana tricolour No 5.00f) Elais guianansis No 5.00g) Cocos nucifera - malay dwarf No 5.00h) Hymenocallis littoralis No 10.00i) Youcca gloriosa No 15.00j) Stenato<strong>for</strong>um secundatum Sqm 300.0023456Grass<strong>in</strong>g with selection No.1 grass <strong>in</strong>clud<strong>in</strong>g water<strong>in</strong>g and ma<strong>in</strong>tenance of the lawn <strong>for</strong> 30 days ormore till the grass <strong>for</strong>ms a thick lawn, free from weeds and fit <strong>for</strong> mow<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g goodearth, if needed (the good earth shall be paid <strong>for</strong> separately).Supply and fix<strong>in</strong>g of Stone slab/rocks of different size, shape and colour as required to match thelandscape design.Good Earth fill<strong>in</strong>g(area mentioned below)-Supply<strong>in</strong>g and stack<strong>in</strong>g of sweet earth at site <strong>in</strong>clud<strong>in</strong>groyalty and carriage up to 1km. (earth measured <strong>in</strong> stacks will be reduced by 20%<strong>for</strong> payment )Preparation of beds <strong>for</strong> hedg<strong>in</strong>g and shrubbery by excavat<strong>in</strong>g 60 cm deep and trench<strong>in</strong>g theexcavated base to a further depth of 30 cm, refill<strong>in</strong>g the excavated earth after break<strong>in</strong>g clods andmix<strong>in</strong>g with sludge or manure <strong>in</strong> the ratio of 8:1 (8 parts of stacked volume of earth after reductionby 20% : one part of stacked volume of sludge or manure after reduction by 8%), flood<strong>in</strong>g withwater, fill<strong>in</strong>g with earth if necessary, water<strong>in</strong>g and f<strong>in</strong>ally f<strong>in</strong>e dress<strong>in</strong>g, level<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>gstack<strong>in</strong>g and disposal of materials declared unserviceable and surplus earth by spread<strong>in</strong>g andlevell<strong>in</strong>g as directed, with<strong>in</strong> a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure orextra earth to be paid <strong>for</strong> separately).Preparation of mounds of various size and shape by available excavated / supplied earth <strong>in</strong> layersnot exceed<strong>in</strong>g 20 cm <strong>in</strong> depth, break<strong>in</strong>g clods, water<strong>in</strong>g of each layer, dress<strong>in</strong>g etc., lead upto 50meter and lift upto 1.5 m complete as per direction of Officer-<strong>in</strong>-charge.Sqm 400.00No 8.00Cum 320.00Cum 1,000.00Cum 400210
Schedule of Quantities <strong>for</strong> Electrical Works of Open Air TheatreRATESL.IN FOGUREITEM DESCRIPTIONUNITNo.IN WORD QUANTITY AMOUNT (Rs.)1 POWER DISTRIBUTION BOARD1.1Supply, <strong>in</strong>stallation, test<strong>in</strong>g & commission<strong>in</strong>g of 500 V wall mounted type power distributionboard made of 16 SWG CRCA sheet steel, complete with phase bars, neutral bar, d<strong>in</strong> channel,<strong>in</strong>ternal PVC <strong>in</strong>sulated copper wir<strong>in</strong>g, powder coated pa<strong>in</strong>t<strong>in</strong>g etc. <strong>in</strong>clud<strong>in</strong>g connections &nos 1mend<strong>in</strong>g good all the damages etc. as required1.2 Incomer 1 : 1 no. 100 A rated TP MCCB (10KA) with O/L, S/C protection nos 11.3Busbar chamber : 100 A rated copper TPN busbars of suitable length. Bus bars shall be colourcoded and <strong>in</strong>sulated by PVC heat shr<strong>in</strong>kable sleevesnos 11.4 Outgo<strong>in</strong>gs :1.4.1 6 A rated SP MCB (6 KA) on d<strong>in</strong> channel nos 31.4.2 10 A rated SP MCB (6 KA) on d<strong>in</strong> channel nos 61.4.3 16 A rated SP MCB (6 KA) on d<strong>in</strong> channel nos 21.4.4 63 A rated TP MCB (6 KA) on d<strong>in</strong> channel nos 1The above of Sl. No. 1 are <strong>for</strong> a complete of DB as per the details mentioned above2 POWER DISTRIBUTION WIRINGPower distribution wir<strong>in</strong>g with complete supply, <strong>in</strong>stallation and test<strong>in</strong>g <strong>in</strong>clud<strong>in</strong>g conduit works,chas<strong>in</strong>g, f<strong>in</strong>ish<strong>in</strong>g and other associated civil works, etc.2.12 x 1.5 + 1 x 1.0 sq mm stranded copper wire <strong>in</strong> 20 mm dia rigid pvc conduit <strong>in</strong> concealed /surface as per site conditionmeter 952.22 x 1.5 + 1 x 1.0 sq mm stranded copper wire <strong>in</strong> 20 mm dia rigid pvc conduit through floor underpipe protectionmeter 962.3 4C X 16 sq mm XLPE (Ar) Al. 1.1 KV grade cable through floor under pipe Protection meter 242.4 3C X 4 sq mm XLPE (Ar) Al. 1.1 KV grade cable at 300 mm depth with brick protection meter 588Supply, fitt<strong>in</strong>g & fix<strong>in</strong>g of modular type electronic fan regulator :3 Supply<strong>in</strong>g & fix<strong>in</strong>g stepped type fan regulator on the exist<strong>in</strong>g modular plate switch box <strong>in</strong>clud<strong>in</strong>g Each 2connections but exclud<strong>in</strong>g modular plate etc. as required.Supply<strong>in</strong>g / fix<strong>in</strong>g light plug po<strong>in</strong>t modular type accessories :4suitable size G.I. box with modular plate and cover <strong>in</strong> front on surface or <strong>in</strong> recess, <strong>in</strong>clud<strong>in</strong>gprovid<strong>in</strong>g & fix<strong>in</strong>g 6 p<strong>in</strong> 15/16 & 5/6 amps modular socket outlet and 15/16 amps modular switch,Each 5connection, pa<strong>in</strong>t<strong>in</strong>g etc. as required.Supply<strong>in</strong>g / fix<strong>in</strong>g ceil<strong>in</strong>g rose :5 Supply<strong>in</strong>g and fix<strong>in</strong>g 3 p<strong>in</strong>, 5 amp. Ceil<strong>in</strong>g rose on the exist<strong>in</strong>g junction box / wooden block<strong>in</strong>clud<strong>in</strong>g connection etc. as required.Each 2211
6Supply<strong>in</strong>g, Installation, test<strong>in</strong>g & commission<strong>in</strong>g fluorescent fitt<strong>in</strong>g with down rods :Installation, test<strong>in</strong>g & commission<strong>in</strong>g of pre-wired, fluorescent fitt<strong>in</strong>g / compact fluorescent fitt<strong>in</strong>gof all types, complete with all accessories and tube etc. <strong>in</strong>clud<strong>in</strong>g supply<strong>in</strong>g and fix<strong>in</strong>g ball &socket arrangement, 2 no. down rods of 20 mm. dia X 1.6 mm. thick steel conduit upto 30 cm.Each 9length, pa<strong>in</strong>t<strong>in</strong>g & wir<strong>in</strong>g the down rods and connection with 1.5 sq.mm. FR PVC <strong>in</strong>sulated,copper conductor, s<strong>in</strong>gle core cable and earth<strong>in</strong>g etc. as required.Supply, Installation, test<strong>in</strong>g & commission<strong>in</strong>g ceil<strong>in</strong>g fan :7Installation, test<strong>in</strong>g & commission<strong>in</strong>g of ceil<strong>in</strong>g fan, <strong>in</strong>clud<strong>in</strong>g wir<strong>in</strong>g the down rods of standardlength (upto 30 cm.) with 1.5 sq.mm. FR PVC <strong>in</strong>sulated, copper conductor, s<strong>in</strong>gle core cable etc.Each 2as required.8Cutt<strong>in</strong>g & thread<strong>in</strong>g down rod :Extra cutt<strong>in</strong>g & thread<strong>in</strong>g of G.I. pipe, heavy gauge down rod, <strong>for</strong> ceil<strong>in</strong>g fan etc. as required.Each 29Number<strong>in</strong>g of fan / fitt<strong>in</strong>gs :Number<strong>in</strong>g of ceil<strong>in</strong>g fan / exhaust fan / fluorescent fitt<strong>in</strong>gs as required.Each 1310Supply, Installation, test<strong>in</strong>g & commission<strong>in</strong>g exhaust fan upto 450 mm. sweep :Installation of exhaust fan upto 450 mm sweep with <strong>in</strong>tegrated louvers <strong>in</strong> the exist<strong>in</strong>g open<strong>in</strong>g,<strong>in</strong>clud<strong>in</strong>g mak<strong>in</strong>g the hole to suit the size of the above fan, mak<strong>in</strong>g good the damage, connectionEach 4test<strong>in</strong>g, commission<strong>in</strong>g etc. as required.11Bollards (1.25 m high) Make -Bajaj, Pole Height-1.25m, Model name - Ashoka, Cast iron, lanternType-Rubus (CFL) or similarEach 1612Bollards (2.5 m high), Make -Bajaj, Pole Height-2.5m, Model name - Ashoka, Cast iron, lanternType-Rubus (CFL) or similarEach 613 Footlights - Bajaj, 110142/BEOPL 118 CFL or similar Each 1014 Stage Light (MH area Light) Each 115Decorative Poles - Make - Bajaj, Pole Height-4m, Model name - Alexander, Cast iron, lanternType-Borage (LED) or similarEach 12212
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Note:(1) Item <strong>for</strong> which no rate or price has been entered <strong>in</strong> will not be paid <strong>for</strong> by the Employer when executed andshall be deemed covered by the other rates and prices <strong>in</strong> the Bill of Quantities (refer: ITB Clause 13.2 andGCC Clause 43.3).(2) Unit rates and prices shall be quoted by the bidder <strong>in</strong> Indian rupee [ITB Clause 14.1].(3) Where there is a discrepancy between the rate <strong>in</strong> figures and words, the rates <strong>in</strong> words will govern.[ITB Clause 27.1(a) ]4) Where there is a discrepancy between the unit rate and the l<strong>in</strong>e item total result<strong>in</strong>g from multiply<strong>in</strong>g the unit rateby quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)].214
ANEXURE-DSECTION 8: FORMS OF SECURITIES215
Forms of SecuritiesAcceptable <strong>for</strong>ms of securities are annexed. <strong>Bid</strong>ders should not complete the Per<strong>for</strong>mance and AdvancePayment Security <strong>for</strong>ms at this time. Only the successful <strong>Bid</strong>der will be required to provide Per<strong>for</strong>mance andAdvance Payment Securities <strong>in</strong> accordance with one of the <strong>for</strong>ms, or <strong>in</strong> a similar <strong>for</strong>m acceptable to the Employer.Annex A:<strong>Bid</strong> Security (Bank Guarantee)Annex B:Per<strong>for</strong>mance Bank GuaranteeAnnex B1:Per<strong>for</strong>mance Bank Guarantee <strong>for</strong> Unbalanced ItemsAnnex C:DeletedAnnex D:Bank Guarantee <strong>for</strong> Advance Payment216
Annex ABID SECURITY (BANK GUARANTEE)WHEREAS, _______________________ [name of <strong>Bid</strong>der] (here<strong>in</strong>after called "the <strong>Bid</strong>der") has submitted his <strong>Bid</strong>dated _______________________ [date] <strong>for</strong> the construction of _____________________________________[name of Contract] (here<strong>in</strong>after called "the <strong>Bid</strong>").KNOW ALL PEOPLE by these presents that We ______________________________ [name of bank] of____________________________ [name of country] hav<strong>in</strong>g our registered office at___________________________________ (here<strong>in</strong>after called "the Bank") are bound unto______________________________[name of Employer] (here<strong>in</strong>after called "the Employer") <strong>in</strong> the sum of___________________ 1 <strong>for</strong> which payment well and truly to be made to the said Employer the Bank b<strong>in</strong>ds itself, hissuccessors and assigns by these presents.SEALED with the Common Seal of the said Bank this _________ day of __________ 19____.THE CONDITIONS of this obligation are:or(1) If after <strong>Bid</strong> open<strong>in</strong>g the <strong>Bid</strong>der withdraws his bid dur<strong>in</strong>g the period of <strong>Bid</strong> validity specified <strong>in</strong>the Form of <strong>Bid</strong>;(2) If the <strong>Bid</strong>der hav<strong>in</strong>g been notified of the acceptance of his bid by the Employer dur<strong>in</strong>g theperiod of <strong>Bid</strong> validity:(a)(b)fails or refuses to execute the Form of Agreement <strong>in</strong> accordance with the Instructionsto <strong>Bid</strong>ders, if required; orfails or refuses to furnish the Per<strong>for</strong>mance Security, <strong>in</strong> accordance with theInstruction to <strong>Bid</strong>ders; or(c) does not accept the correction of the <strong>Bid</strong> Price pursuant to Clause 27;we undertake to pay to the Employer up to the above amount upon receipt of his first written demand, without theEmployer hav<strong>in</strong>g to substantiate his demand, provided that <strong>in</strong> his demand the Employer will note that the amountclaimed by him is due to him ow<strong>in</strong>g to the occurrence of one or any of the three conditions, specify<strong>in</strong>g the occurredcondition or conditions.This Guarantee will rema<strong>in</strong> <strong>in</strong> <strong>for</strong>ce up to and <strong>in</strong>clud<strong>in</strong>g the date ____________________ 2 days after the deadl<strong>in</strong>e<strong>for</strong> submission of <strong>Bid</strong>s as such deadl<strong>in</strong>e is stated <strong>in</strong> the Instructions to <strong>Bid</strong>ders or as it may be extended by theEmployer, notice of which extension(s) to the Bank is hereby waived. Any demand <strong>in</strong> respect of this guaranteeshould reach the Bank not later than the above date.DATE _______________WITNESS ____________SIGNATURE OF THE BANK _________________________SEAL ________________________________________________________________________________________________________[signature, name, and address]____________________________1 The <strong>Bid</strong>der should <strong>in</strong>sert the amount of the guarantee <strong>in</strong> words and figures denom<strong>in</strong>ated <strong>in</strong> Indian Rupees.This figure should be the same as shown <strong>in</strong> Clause 16.1 of the Instructions to <strong>Bid</strong>ders.2 45 days after the end of the validity period of the <strong>Bid</strong>.217
PERFORMANCE BANK GUARANTEETo:______________________________________________ [name of Employer]_________________________________________ [address of Employer]WHEREAS _________________________ [name and address of Contractor] (here<strong>in</strong>after called "theContractor") has undertaken, <strong>in</strong> pursuance of Contract No. _____ dated ________________ to execute__________________________ [name of Contract and brief description of Works] (here<strong>in</strong>after called "theContract");AND WHEREAS it has been stipulated by you <strong>in</strong> the said Contract that the Contractor shall furnish youwith a Bank Guarantee by a recognized bank <strong>for</strong> the sum specified there<strong>in</strong> as security <strong>for</strong> compliance with hisobligations <strong>in</strong> accordance with the Contract;AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee;NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf of theContractor, up to a total of ____________________ [amount of guarantee] 1 ___________________________ [<strong>in</strong>words], such sum be<strong>in</strong>g payable <strong>in</strong> the types and proportions of currencies <strong>in</strong> which the Contract Price is payable,and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums with<strong>in</strong>the limits of ____________________ [amount of guarantee] 1 as a<strong>for</strong>esaid without your need<strong>in</strong>g to prove or to showgrounds or reasons <strong>for</strong> your demand <strong>for</strong> the sum specified there<strong>in</strong>.We hereby waive the necessity of your demand<strong>in</strong>g the said debt from the Contractor be<strong>for</strong>e present<strong>in</strong>g uswith the demand.We further agree that no change or addition to or other modification of the terms of the Contract or of theWorks to be per<strong>for</strong>med thereunder or of any of the Contract documents which may be made between you and theContractor shall <strong>in</strong> any way release us from any liability under this guarantee, and we hereby waive notice of anysuch change, addition or modification.Period.This guarantee shall be valid until ……… (i.e.) 28 days from the date of expiry of the Defects LiabilitySignature and seal of the guarantor _____________________________Name of Bank ____________________________________________Address ____________________________________________Date ______________________________________________________________1 An amount shall be <strong>in</strong>serted by the Guarantor, represent<strong>in</strong>g the percentage of the Contract Price specified <strong>in</strong>the Contract and denom<strong>in</strong>ated <strong>in</strong> Indian Rupees.218
PERFORMANCE BANK GUARANTEE (<strong>for</strong> unbalanced items)To:______________________________________________ [name of Employer]_________________________________________ [address of Employer]WHEREAS _________________________ [name and address of Contractor] (here<strong>in</strong>after called "theContractor") has undertaken, <strong>in</strong> pursuance of Contract No. _____ dated ________________ to execute__________________________ [name of Contract and brief description of Works] (here<strong>in</strong>after called "theContract");AND WHEREAS it has been stipulated by you <strong>in</strong> the said Contract that the Contractor shall furnish youwith a Bank Guarantee by a recognized bank <strong>for</strong> the sum specified there<strong>in</strong> as security <strong>for</strong> compliance with hisobligations <strong>in</strong> accordance with the Contract;AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee;NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf of theContractor, up to a total of ____________________ [amount of guarantee] 1 ___________________________ [<strong>in</strong>words], such sum be<strong>in</strong>g payable <strong>in</strong> the types and proportions of currencies <strong>in</strong> which the Contract Price is payable,and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums with<strong>in</strong>the limits of ____________________ [amount of guarantee] 1 as a<strong>for</strong>esaid without your need<strong>in</strong>g to prove or to showgrounds or reasons <strong>for</strong> your demand <strong>for</strong> the sum specified there<strong>in</strong>.We hereby waive the necessity of your demand<strong>in</strong>g the said debt from the Contractor be<strong>for</strong>e present<strong>in</strong>g uswith the demand.We further agree that no change or addition to or other modification of the terms of the Contract or of theWorks to be per<strong>for</strong>med thereunder or of any of the Contract documents which may be made between you and theContractor shall <strong>in</strong> any way release us from any liability under this guarantee, and we hereby waive notice of anysuch change, addition or modification.This guarantee shall be valid until …….. (i.e.) 28 days from the date of issue of the certificate of completionof works.Signature and seal of the guarantor _____________________________Name of Bank ____________________________________________Address ____________________________________________Date ______________________________________________________________1 An amount shall be <strong>in</strong>serted by the Guarantor, represent<strong>in</strong>g additional security <strong>for</strong> unbalanced <strong>Bid</strong>s, if anyand denom<strong>in</strong>ated <strong>in</strong> Indian Rupees.219
BANK GUARANTEE FOR ADVANCE PAYMENTTo:__________________________________________ [name of Employer]__________________________________________ [address of Employer]___________________________________________[name of Contract]Gentlemen:In accordance with the provisions of the Conditions of Contract, subclause 51.1 ("Advance Payment") ofthe above-mentioned Contract, ________________________________ [name and address of Contractor](here<strong>in</strong>after called "the Contractor") shall deposit with ________________________ [name of Employer] a bankguarantee to guarantee his proper and faithful per<strong>for</strong>mance under the said Clause of the Contract <strong>in</strong> an amount of_____________ [amount of guarantee] 1 _________________________________ [<strong>in</strong> words].We, the ____________________ [bank or f<strong>in</strong>ancial <strong>in</strong>stitution], as <strong>in</strong>structed by the Contractor, agreeunconditionally and irrevocably to guarantee as primary obligator and not as Surety merely, the payment to____________________ [name of Employer] on his first demand without whatsoever right of objection on our partand without his first claim to the Contractor, <strong>in</strong> the amount not exceed<strong>in</strong>g ____________________ [amount ofguarantee] 1 __________________________________ [<strong>in</strong> words].We further agree that no change or addition to or other modification of the terms of the Contract or ofWorks to be per<strong>for</strong>med thereunder or of any of the Contract documents which may be made between_____________________ [name of Employer] and the Contractor, shall <strong>in</strong> any way release us from any liabilityunder this guarantee, and we hereby waive notice of any such change, addition or modification.This guarantee shall rema<strong>in</strong> valid and <strong>in</strong> full effect from the date of the advance payment under the Contractuntil _________________________ [name of Employer] receives full repayment of the same amount from theContractor.Yours truly,Signature and seal: _______________________________Name of Bank/F<strong>in</strong>ancial Institution: _________________Address: _______________________________________Date: ______________________________________________1 An amount shall be <strong>in</strong>serted by the bank represent<strong>in</strong>g the amount of the Advance Payment, and denom<strong>in</strong>ated<strong>in</strong> Indian Rupees.220
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