at madhuband washery, bccl tender specfication document - CMPDI

INSTALLATION OF DEMONSTRATION PLANT OFCOAL DRY BENEFICIATION SYSTEM USINGRADIOMETRIC TECHNIQUES (ARDEESORT)ATMADHUBAND WASHERY, BCCLTENDER SPECFICATION DOCUMENTDecember 2011

INSTALLATION OFDEMONSTRATION PLANT OF COAL DRY BENEFICIATIONSYSTEM USING RADIOMETRIC TECHNIQUES(ARDEESORT)AT MADHUBAND WASHERY, BCCLTENDER SPECIFICATION DOCUMENT!December 2011Central Mine Planning & Design Institute Limited(A Subsidiary of Coal India Limited)Gondwana Place, Kanke RoadRanchi, JHARKHAND

CMPDICONTENTSCLAUSE NO. PARTICULARS PAGENO.Tender Notice for publication 1SECTION – I (Tender Notice)1.0 Name and Description of work I-12.0 Earnest Money I-13.0 Application Fee for Tender Specification Document I-24.0 Availability of Tender Document I-25.0 General Instruction for Submission of Tender I-26.0 Instruction for Opening of Part-II & III I-37.0 Validity Period of Offer I-38.0 Receipt of Tenders I-49.0 Opening of Tenders I-410.0 Deputation of Representative for Negotiation I-411.0 Right to reject the tender I-412.0 Down loading of tender 1-413.0 Pre bid meeting 1-514.0 Amendments/clarification 1-515.0 Completion period 1-516.0 Integrity pact 1-6SECTION – II (Instruction to Bidders)1.0 Scope of Tenderer II-12.0 Eligible Tenderers II-13.0 Qualification of the Tenderer II-24.0 One Bid per Bidder II-55.0 Cost of Bidding II-56.0 Site Visit II-57.0 Content of Bidding Documents II-68.0 Clarification of Bidding Documents II-69.0 Amendment of Bidding Documents II-710.0 Language of Bid II-711.0 Documents Comprising the Bid II-712.0 Bid Prices II-813.0 Currencies of Bid and Payment II-914.0 Bid Validity II-915.0 Bid Security / Earnest Money Deposit II-916.0 Alternative proposals by Bidders II-1017.0 Format and Signing of Bid II-1018.0 Sealing, Marking and submission of Bid II-1119.0 Dead line for Submission of Bids II-1220.0 Late Bids II-1221.0 Modification and Withdrawal of Bids II-13311410168 iSignature of tendererwith Seal & Date

CMPDICLAUSE NO. PARTICULARS PAGENO.22.0 Bid Opening II-1323.0 Process to be Confidential II-1424.0 Clarification of Bids II-1425.0 Examination of Bids and Determination ofII-14Responsiveness26.0 Corrections of Errors II-1527.0 Evaluation and Comparison of Bids II-1628.0 Award Criteria II-1629.0 Employer’s Right to Accept any Bid and to Reject any II-17or all Bids30.0 Notification of Award and Signing of Agreement II-1731.0 Performance Security / Security Deposit /II-17Performance Guarantee32.0 Employment of Local Labour II-1933.0 Legal Jurisdiction II-2034.0 Deemed Exports II-2035.0 Consultants not to Bid and Vice Versa II-2036.0 Sub Contractor / Sub Vendor II-20SECTION – III (Forms of Bid and Qualification information)Forms of Bid and Qualification InformationIII-1 toIII-9Exhibit – 1 Contractor’s Bid III-1Exhibit – 2 Qualification Information III-3Annexure – A AffidavitIII-9SECTION – IV (A) (General Terms & Condition of Contract)1.0 Definitions IV(A)-12.0 Contract Documents IV(A)-63.0 Contract Performance Guarantee / Security Deposit IV(A)-84.0 Assignment and Subletting of Contract IV(A)-105.0 Patent Rights & Royalties IV(A)-116.0 Time – The Essence of Contract IV(A)-127.0 Contract Price IV(A)-128.0 Changed Quantity IV(A)-139.0 Deductions from Contract Price IV(A)-1310.0 Contract Price Adjustment IV(A)-1311.0 Packing, Forwarding & Shipment IV(A)-1512.0 Demurrage, Wharfage, at etc. IV(A)-1613.0 Insurance IV(A)-1614.0 Liability for Accident & Damages IV(A)-1715.0 Liquidated Damages for Delay in Completion IV(A)-1716.0 Contractors Default IV(A)-1917.0 Force Majeure IV(A)-2018.0 Delays by Owner or his Authorised Agent IV(A)-2119.0 Extension of Date of Completion IV(A)-22311410168 iiSignature of tendererwith Seal & Date

CMPDICLAUSE NO. PARTICULARS PAGENO.20.0 Termination, Suspension, Cancellation & Foreclosure IV(A)-23of Contract21.0 No Waiver of Rights IV(A)-2822.0 Certificate not to Affect Right of Owner and Liability of IV(A)-28Contractor23.0 Grafts & Commissions etc. IV(A)-2924.0 Language & Measures IV(A)-2925.0 Release of Information IV(A)-2926.0 Construction of the Contract IV(A)-3027.0 Completion of the Contract IV(A)-3028.0 Enforcement of Terms IV(A)-3029.0 Engineers Decisions IV(A)-3130.0 Co-operation with Other Contractors & Consulting IV(A)-31Engineers31.0 Training of Owners Personnel IV(A)-3132.0 Power to Vary or Omit work IV(A)-3233.0 Guarantee IV(A)-3334.0 Replacement of Defective Parts & Materials IV(A)-3435.0 Defence of Suits IV(A)-3536.0 Limitation of Liabilities IV(A)-3537.0 Marginal Notes IV(A)-3538.0 Taxes, Permits & Licences IV(A)-3539.0 Progress Reports & Photographs IV(A)-3640.0 Long Term Availability of Spares IV(A)-3641.0 Payment IV(A)-3742.0 Spares IV(A)-4143.0 Consignee IV(A)-4144.0 Settlement of Disputes IV(A)-4145.0 Sales Tax on Works Contracts IV(A)-4246.0 Payment of wages to the contractor workers IV(A)-42SECTION – IV (B) (Additional Terms & Conditions ofContract)1.0 Mobilization Advance IV(B)-12.0 Price Variation Clause IV(B)-2SECTION – IV (C) (General Technical Conditions)1.0 General IV(C)-12.0 Limit of Contract IV(C)-13.0 Equipment Performance Guarantee IV(C)-14.0 Engineering Data IV(C)-25.0 Drawing IV(C)-26.0 Instructions Manuals IV(C)-47.0 First Feel of Consumables, Oils & Lubricants IV(C)-58.0 Manufacturing Schedule IV(C)-59.0 Reference Standards IV(C)-510.0 Design Improvement IV(C)-611.0 Quality Assurance IV(C)-6311410168 iiiSignature of tendererwith Seal & Date

311410168 ivSignature of tendererwith Seal & DateCMPDICLAUSE NO. PARTICULARS PAGENO.12.0 Engineers Supervision IV(C)-813.0 Inspection, Testing & Inspection Certificate IV(C)-914.0 Test IV(C)-1015.0 Packing IV(C)-1316.0 Protection IV(C)-1317.0 Preservative Shop Coating IV(C)-1318.0 Protective Guards IV(C)-1419.0 Design Co-ordination IV(C)-1420.0 Design Co-ordination Meeting IV(C)-1521.0 Tools & Tackles IV(C)-1522.0 Noise Level IV(C)-1523.0 Taking Over IV(C)-1524.0 Indian Standards IV(C)-1625.0 Welding IV(C)-1626.0 Lubrication IV(C)-1627.0 Equipment Bases IV(C)-1628.0 Rating Plates, Main Plates & Lables IV(C)-1629.0 Colour Coat for Pipe Services IV(C)-1730.0 Service by the Owner IV(C)-17SECTION – IV (D) (Erection Conditions of Contract)1.0 General IV(D)-12.0 Regulation of Local Authorities & Statutes IV(D)-13.0 Onwer’s Lien on Equipment IV(D)-24.0 Inspection, Testing & Inspection Certificate IV(D)-25.0 Access to Site & Works on Site IV(D)-26.0 Contractor Site Office Establishment IV(D)-37.0 Co-operation with Other Contractors IV(D)-38.0 Discipline of Workman IV(D)-49.0 Contractors Field Operation IV(D)-410.0 Photographs & Progress Report IV(D)-411.0 Manpower Report IV(D)-512.0 Protection Work IV(D)-513.0 Employment of Labour IV(D)-614.0 Facilities to be Provided by the Owner IV(D)-615.0 Facilities to be Provided by the Contractor IV(D)-716.0 Lines & Grades IV(D)-817.0 Fire Protection IV(D)-918.0 Security IV(D)-919.0 Contractors Area Limits IV(D)-1020.0 Contractors co-operation with the Owner IV(D)-1021.0 Pre-commissioning Trials & Initial Operation IV(D)-1022.0 Material Handling & Storage IV(D)-1123.0 Construction Management IV(D)-1224.0 Field Office Records IV(D)-1325.0 Contractor’s Materials Brought on to Site IV(D)-14

311410168 vSignature of tendererwith Seal & DateCMPDICLAUSE NO. PARTICULARS PAGENO.26.0 Protection of Property and Contractors Liability IV(D)-1427.0 Painting IV(D)-1528.0 Insurance IV(D)-1529.0 Unfavorable Working Conditions IV(D)-1730.0 Protection of Monuments and Reference Points IV(D)-1731.0 Work and Safety Regulations IV(D)-1732.0 Code Requirements IV(D)-2233.0 Foundation Dressing & Grouting IV(D)-2334.0 Shaft Alignment IV(D)-2535.0 Doweling IV(D)-2536.0 Check out of Control Systems/Power Supply IV(D)-2537.0 Commissioning Spares IV(D)-2538.0 Cabling IV(D)-25SECTION – V (A) (Introduction)1.0 Objective V(A)-12.0 Location & Communication V(A)-13.0 Climatic conditions V(A)-14.0 Scope of work V(A)-15.0 Completion period V(A)--2SECTION – V (B) (Raw Coal Characteristics)Test resultV(B)-1SECTION – V (C) (Original Process Flow ofMadhuband Washery)1.0 Original process flow of madhuband washery V(C)-1SECTION – V (D) (Scheme for proposed demonstrationplant)1.0 Salient features of proposed coal dry beneficiationsystemV(D)-12.0 Capacity and Operating Condition of the Proposed V(D)-2Plant3.0 Scope of Work V(D)-34.0 Pollution control arrangement V(D)-35.0 Maintenance facilities V(D)-46.0 Equipment V(D)-47.0 Communication System V(D)-48.0 Fire Fighting Arrangement V(D)-4SECTION – V (E) (Mechanical Engineering Works)1.0 Scope of Work V(E)-12.0 Belt conveyor V(E)-23.0 Screens V(E)-124.0 Chutes and liners V(E)-135.0 Electric hoist, chain pulley block and lifting beams V(E)-136.0 Painting V(E)-147.0 Lubrication V(E)-148.0 Fire fighting system V(E)-149.0 Make of equipment (Mechanical) V(E)-15

311410168 viSignature of tendererwith Seal & DateCMPDICLAUSE NO. PARTICULARS PAGENO.10.0 Installation & erection V(E)-1711.0 Equipment component details V(E)-17SECTION – V (F) (Electrical Engineering Works)1.0 Scope of Work V(F)-12.0 Proposed power supply scheme V(F)-23.0 Selection of Equipment V(F)-24.0 Specification of transformer V(F)-25.0 Motor control center (MCC) V(F)-56.0 Control deck V(F)-87.0 Cables V(F)-98.0 Local push button station V(F)119.0 Indicating lamps V(F)-1210.0 Moulded case circuit breaker (MCCB) V(F)1311.0 Miniature circuit breaker (MCD) V(F)-1412.0 Switch fuse unit V(F)- 1513.0 Specification for capacitors bank V(F)-1614.0 Plant control system V(F)1715.0 Instrumentation V(F)-1716.0 communication V(F)1717.0 Power points for welding V(F)-1818.0 General earthing V(F)- 1819.0 Illumination V(F)-1920.0 Steel tubular poles for lighting V(F)2021.0 General V(F)-2122.0 Make of equipment V(F)-22SECTION – V (G) (Civil Engineering Works)1.0 Scope of work V(G)-12.0 Survey at site V(G)-23.0 Site preparation V(G)-34.0 Civil engineering work specification V(G)-45.0 Additional safety measures to be taken by the V(G)-62contractorSECTION – V (H) (Performance Guarantee)1.0 Objective V(H)-12.0 Performance Guarantee V(H)-13.0 Performance Guarantee Tests (PGT) V(H)-24.0 Liquidated Damage V(H)-45.0 General Guarantee for Warranty V(H)-4SECTION – VI (Price Bid)1.0 Scope of work VI-12.0 Proforma for Price Bid VI-1SECTION – VII (Forms of Bid)1.0 Contractors’ Bid VII-12.0 Bank Guarantee Proforma for EMD/Bid security VII-(2)3.0 Bank Guarantee Proforma for Mobilization Advance VII-(5)

CMPDICLAUSE NO. PARTICULARS PAGENO.4.0 Bank Guarantee Proforma for PerformanceVII-(7)security/guarantee5.0 Format for Contract Agreement VII-(10)6.0 Integrity pact VII-(13)SECTION – VIII (Drawings)1. Drg No. :Single Line DiagramHQ/311410168/ 04/012. Drg No. :Equipment Flow DiagramBCCL/00/EFD/001 R-13. Drg No. :Total Plant PlanBCCL/BE/00/TPL-001 R-04. Drg No. :System LayoutBCCL/BE/SDP-002 R-05. Drg No. :BCCL/BE/SDP-003 R-0Sectional Views & FloorPlan6. Drg No. :BCCL/DE/01/FDN-001 R-0Column CL Plan of TotalPlant7. Drg No. :BCCL/BE/02/RBC/00 R-0GA of All Conveyors toExiting Structures8. Drg No. :BCCL/BE/02/RBC-1&2/01 R-0GA of RBC-1 & RBC-2Conveyors9. Drg No. :GA of RBC-3 ConveyorsBCCL/BE/02/RBC-3/02 R-010. Drg No. :GA of RBC-4 ConveyorsBCCL/BE/02/RBC-4/03 R-011 Drg No. :GA of RBC-5 ConveyorsBCCL/BE/02/RBC-5/04 R-012. Drg No. :BCCL/BE/02/TRUSS R-0General View of AllConveyor GantriesANNEXURES1 Annexure-1 : List of Equipment to be Supplied by 1CMPDI to the Tenderer2 Annexure-2 : List of Equipment to be Supplied byTenderer1-3311410168 viiSignature of tendererwith Seal & Date

SECTION – ITender Notice

Tender NoticeCMPDISECTION – ITENDER NOTICECOMPANY PROJECT / AREA TENDER NOTICE NO. & DATE :Central Mine Planning &Design Institute LimitedMadhubandWashery ,BCCL,Dist.: DhanbadCMPDI/CMP/ ……………….Dated : ………….1.0 Sealed turn-key tenders are invited (in four copies) from reputed andexperienced contractors for the following works :Name and Description of Work Location Period of CompletionInstallation of 400 tph DemonstrationPlant of Coal Dry BeneficiationSystem using Radiometric Technique(ArdeeSort) at Madhuband Washery,BCCLThe work includes supply,fabrication, erection of all P&M alongwith the items supplied by CMPDI(the company) as given inAnnexures-1 & 2 along with all civil& structural works, testing and trialruns, commissioning, performanceguarantee tests and handing over insatisfactory operational condition.(Note: The main technologicalequipment, i.e. ArdeeSort will besupplied separately and is not in thescope of this tender. However,installation of ArdeeSort is in thescope of this tender.2.0 EARNEST MONEYMadhubandWashery, BCCLDist.: Dhanbad(In a separatewashery building)09 months(zero date shall befrom the date of expiryof ten days from theissue of LOI/LOA orhanding over the sitewhich ever is later)The bidder shall furnish, as part of his bid, Bid Security/Earnest Money of Rs6,96,000/ (Rupees Six lakh Ninety-six Thousand) only. Bid Security/ EMD shall berequired to be deposited in the form of irrevocable Bank Guarantee (from scheduledbank/Branch acceptable to the owner) with validity 28 days beyond the validity of thebid in the format given in the Bid Document. Certified cheques and Demand Draftsshall also be acceptable as Bid Security/ Earnest money drawn in favour of Central311410168 I - 1 Signature of tendererwith Seal & Date

Tender NoticeCMPDIMine Planning & Design Institute Ltd. on any scheduled bank payable at its branch atRanchi.Any bid not accompanied by an acceptable Bid Security/ EMD shall berejected by the Employer as non-responsive.The Bid Security/ EMD of the unsuccessful Bidder shall be refundable aspromptly as possible after opening of price bid and finalization of the tender and shallbear no interest.3.0 APPLICATION FEE FOR TENDER SPECIFICATIONDOCUMENTSThe price of tender documents shall be R 5,000/- (Rupees five thousand) onlypayable either by bank draft drawn in favour of Central Mine Planning & DesignInstitute Ltd on Nationalised / Schedule Bank payable at its branch at Ranchi orthrough cash deposited with the company’s cash office between 10.0 AM to 12.0noon.4.0 AVAILABILITY OF TENDER DOCUMENTSTender documents including terms and conditions of work, shall be availableon payment on any working day between 10.00 hours to 17.00 hours, from thefollowing places, during the period as stated below:Place From date To dateOffice of General Manager (CMP)Central Mine Planning & DesignInstitute Ltd.Gondwana Place, Kanke Road,Ranchi-834031, JHARKHAND12.12.2011 30.12.2011The Tender documents shall also be available on the website www.cmpdi.co.inand the same can be download as given in Cl. 12.0.5.0 GENERAL INSTRUCTIONS FOR SUBMISSION OF TENDERA Tenderer should strictly comply with the following instructions :311410168 I - 2 Signature of tendererwith Seal & Date

Tender NoticeCMPDIa) A tenderer is required to submit his offers in sealed covers giving reference tothis Tender Notice No. and date, containing offers in three parts prominently superscribed as Part-I, Part II and Part - III respectively.b) Three Parts should contain the details of the offer as followsPart I - full details of the firm, information on the supplies of similar equipment todifferent parties in the country details of project handled, testimonials anddocumentary evidence in support of satisfactory performance, financial capabilities,Earnest Money Deposit, Integrity pact and any other relevant information.Tenderer shall specifically confirm acceptance of all the terms and conditions of theTender Specification Document (TSD); and each page of the TSD procured/downloaded by the bidder shall be ‘signed and sealed’ and the same shall besubmitted in this part of the offer.Bidder who has downloaded the bid document shall submit the application money inform of Demand Draft in this part of the offer in a separate envelope. The DemandDraft should be issued within the due date of sale period.Part II - Technical offer along with technical specifications of equipment/ know-howoffered, drawings, pamphlets, commercial terms & condition etc. strictly in terms oftender enquiry.Part -III - Prices only in the format as indicated in the tender documents.6.0 INSTRUCTION FOR OPENING PART-II AND IIIPart II and III of the offer shall be opened only in respect of such tenders asare found valid after scrutiny of Part I.7.0 VALIDITY PERIOD OF OFFERThe rates offered in Part III should be valid for six calendar months from thedate of opening of Part I of the Tender.311410168 I - 3 Signature of tendererwith Seal & Date

Tender NoticeCMPDI8.0 RECEIPT OF TENDERSTenders are to be received in sealed covers upto 13.00 hrs on 31.01.2012 atthe following office:General Manager (CMP), Central Mine Planning & Design Institute Ltd.,Gondwana Place, Kanke Road, Ranchi-834031, JHARKHAND9.0 OPENING OF TENDERSTenders shall be opened at 15.00 (hrs) on 31.01.2012 at the Office of the :General Manager (CMP), Central Mine Planning & Design Institute Ltd.,Gondwana Place, Kanke Road, Ranchi-834031, JHARKHAND10.0 DEPUTATION OF REPRESENTATIVES FOR NEGOTIATIONAfter opening of the tender, if the company decides to negotiate, the tenderersshould be in a position to depute their representatives, at short notice, with fullauthority for negotiating on technical as well as commercial terms and conditions ofthe contract.11.0 RIGHT TO REJECT THE TENDERThe company is not under any obligation to accept the lowest tender/tendersand reserves the right to reject any or all the tenders without assigning any reasonwhatsoever and also to distribute the work and allot the work/works to more than onetenderer, at its sole discretion.12.0 DOWN LOADING OF TENDERComplete bid document can also be down loaded from our web sitewww.cmpdi.co.in.12.1 The company shall not be responsible for any delay / difficulty / inaccessibilityof the downloading facility for any reason whatsoever. The downloading facilityshall be available during the period of sale of tender paper.311410168 I - 4 Signature of tendererwith Seal & Date

Tender NoticeCMPDI12.2 The bidders shall be required to submit an undertaking that they shall acceptthe tender documents as available in the web site and tender shall be rejectedif any tempering in the tender document is found to be done at the time ofopening of the tender.12.3 In case of any discrepancy between the tender documents downloaded fromthe web site and the master copy available in the office, the latter shall prevailand will be binding on the tenderers. No claim on this account will beentertained.12.4 In this case the bidder has to pay the requisite application fee along with theabove undertaking at the time of pre-bid meeting or along with the bid in aseparate envelope marked “Application Fee”. The draft/ instrument must beissued within the due date of sale period.12.5 If the down loaded documents are not accompanied with requisite applicationfee as mentioned above or if there is any change made in the bid document,the same shall be summarily rejected.13.0 PRE BID MEETINGThe bidder or his official representative is invited to attend a pre-bid meetingwhich shall take place at the office of General Manager (CMP), CMPDI, GondwanaPlace, Kanke Road, Ranchi-834008, JHARKHAND on 10.01.2012 at 11.00 AM.14.0 AMENDMENTS/ CLARIFICATIONThe amendments / clarifications if any to the document shall also be availableon the above web site.15.0 COMPLETION PERIODThe completion period (upto the successful completion of the trial test) shallbe 09 (nine) months. The zero date shall be considered from the date of expiry of tendays from the issue of LOI/ LOA or handing over the site which ever is later.311410168 I - 5 Signature of tendererwith Seal & Date

Tender NoticeCMPDI16.0 INTEGRITY PACTBidders are required to submit the Integrity Pact duly signed as per formatattached along with Part-I of their offer.Name and address of the independent External Monitors:NameShri N.R. Banerji, IAS (Retd),AddressFlat No. – 121, Shriniketan,CGHS Plot No.-1, Sector-7,Dwarka, New Delhi – 110 075Signature : ……………………………………General Manager (CMP),CMPDI, Gondwana Place,Kanke Road, Ranchi-834031, JHARKHAND311410168 I - 6 Signature of tendererwith Seal & Date

SECTION – IIInstruction to Bidders

Instructions to BiddersSECTION – IICMPDIINSTRUCTIONS TO BIDDERS1.0 SCOPE OF TENDERER1.1 The Central Mine Planning & Design Institute Limited (referred to as Employerin these documents) invites bids for the construction on turnkey basis for theworks (as defined in these documents and referred to as "the works") detailedin the table given in the Notice Inviting Tenders (NIT).1.2 The successful Bidder shall be expected to complete the Works by theIntended Completion Date specified in the TSD.2.0 ELIGIBLE TENDERERS2.1 The Invitation for Bids is open to all Bidders eligible to participate as perqualifying criteria laid down separately hereinafter.2.2 All bidders shall provide in Part 1, Forms of Bid and Qualification Information,a statement that the Bidder (including all members of a joint venture andsubcontractors) is not associated, nor has been associated in the past, directlyor indirectly, with the consultant or any other entity that has prepared thedesign, specifications, and other documents for the Project or being proposedas Engineer for the Contract. A firm that has been engaged by the Employerto provide consulting services for the preparation or supervision of the Worksshall not be eligible to Bid.2.3 Joint Venture: Two or three companies/ contractors may jointly undertakecontract/contracts. Each entity shall be jointly responsible for completing thetask as per the contract.2.4 The company reserves its right to allow Public Enterprises purchasepreference facility as admissible under prevailing policy.311410168 II - 1 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI3.0 QUALIFICATION OF THE TENDERER3.1 All bidders shall provide in Part 1, Forms of Bid and Qualification Information,a preliminary description of the proposed work method and schedule,including charts, as necessary.3.2 All the bidders are required to submit the various information and documentsas per the TSD.3.3 All bidders shall include the following information and documents with theirBids in Part 1: (copies of all documentary evidences are to be dulyauthenticated by the tenderers/constituted attorney of the tenderer with fullsignature and seal. All signed declarations are to be made in the tenderer’sletter head.)a) copies of original documents defining the constitution or legal status,place of registration, and principal place of business; written power of attorneyof signatory of the Bid to commit the Bidder.b) i) total monetary value of contractual work performed for each of the lastfive years.ii) Experience of having successfully executed similar works during lastseven yearsc) experience in works of similar nature and size for each of the last sevenyears, and details of work under way or contractually committed; and thename and address of clients who may be contacted for further information onthose contracts with performance certificate for the works executed in lastseven years from the respective owners.d) major items of construction equipment proposed to carry out the Contract;e) qualifications and experience of key site management and technicalpersonnel proposed for the contract;f) reports on financial standing of Bidder, such as profit and loss statementand auditor's reports for the past five years;g) evidence of adequacy of working capital for this Contract (access to linesof credit and availability of other financial resources);h) authority to seek references from the Bidder's bankers;i) information regarding any litigation, current or during the last five years, in311410168 II - 2 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDIwhich the Bidder is involved, the parties concerned, and disputed amountincluding status of final settlement of contracts including claims/ counterclaims, liquidated damage, bonus etc., if any.j) Proposals for subcontracting components of the Works amounting tomore than 10 percent of the Contract Price andk) Permanent Income Tax Account No. (PAN).l) The bidders would give a declaration that they have not been banned orde-listed by any Govt. or Quasi-Govt. Agencies or PSU’s. If a bidder has beenbanned by any Govt. or Quasi-Govt. Agencies or PSU’s that fact must beclearly stated and it may not necessarily be a cause for disqualifying him. Ifthis declaration is not given the bid shall be rejected as non-responsive.m) Two or three companies/contractors participating in the bid as JointVenture should submit Firm-wise participation details, Banker’s name,execution of work with details of contribution of each and all other relevantdetails.(Note: The intending tenderer shall have to submit a declaration in support ofthe authenticity of the credential submitted by them along with the tender inthe form of an affidavit as per the format provided in the bid document)3.4 To qualify for award of the contracta) The intending tenderer must have in its name as a prime contractorexperience of having successfully completed similar works during last7(seven) years ending March 2011 should be either of the following :i) Three similar completed works each costing not less than the amountequal to Rs 2.79 crores or,ii) Two similar completed works each costing not less than the amount equalto Rs 3.49 crores or,iii) One similar completed work costing not less than the amount equal to Rs5.57 crores.Notes : i)Similar works mean work of supply of P&M items (such as crushers,screens, belt conveyors, pumps etc.), its installation & commissioningand related civil, structural & electrical works.311410168 II - 3 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDIii) “Completed” shall mean completion in all respects of constructionincluding trial test and rendering the plant / project ready for performancetest and commercial operation.b) Average annual financial turnover during last 3 (three) years, ending 31 stMarch of the previous financial year should be at least 2.09 crores.c) Evidence of possessing adequate working capital for this contract at least 1.40crores inclusive of access to lines of credit and availability of other financialresources to meet the requirement. A solvency certificate from Bank shall alsobe submitted.d) Evidence of possessing adequate infrastructural support with respect toconstruction, manufacture/ supply of major equipment inclusive of legallybound back up MOU/ Agreement with other agencies in the respective field ofspecialization as joint venture partners or sub contractors.Note: Financial turnover and cost of completed works of previous works shallbe given a weightage of 5% per year (average annual rate of inflation) to bringthem at current price level)3.5 Sub contractors experience and resources shall not be taken into account indetermining the Bidders’ compliance with qualifying criteria.3.6 Bidder’s who meet the minimum qualification criteria shall be qualified only iftheir available bid capacity is more than the total bid value. The available bidcapacity shall be calculated as under:Assessed available bid capacity = (A x N x 2 – B)Where, A : Maximum value of works executed in any one year during the last fiveyears (updated to current level) taking into account the completed as wellas works in progress.N : Number of years prescribed for completion of the work for which bids areinvited.B : Value at current price level of existing commitments and on-going worksto be completed during the next 9 (Nine) months.311410168 II - 4 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDINote : The statements showing the value of existing commitments and ongoingworks as well as the stipulated period of completion remaining for each of the workslisted should be countersigned by the Engineer-in charge not below the rank ofExecutive Engineer.3.7 Even though the bidders meet the above qualifying criteria, they are subject tobe disqualified if they have:a) Made misleading or false representations in the forms, statements andattachments submitted in the proof of the qualification requirements; and orb) Record of poor performance such as abandoning the works, not properlycompleting the contract, inordinate delays in completion, litigation history, orfinancial failures etc.4.0 ONE BID PER BIDDER4.1 Each Bidder shall submit only one Bid, either individually, or as a partner in apartnership firm or a partner in a joint venture or a public limited firm. A Bidderwho submits or participates in more than one Bid (other than as asubcontractor or in cases of alternatives that have been permitted orrequested) shall cause all the proposals with the Bidder's participation to bedisqualified.5.0 COST OF BIDDING5.1 The Bidder shall bear all costs associated with the preparation and submissionof his Bid, and the Employer shall in no case be responsible or liable for thosecosts.6.0 SITE VISIT6.1 The Bidder, at the Bidder's own responsibility, cost and risk, is encouraged tovisit and examine the Site of Works and its surroundings and obtain allinformation that may be necessary for preparing the Bid and entering into acontract for construction of the Works. The costs of visiting the Site shall be atthe Bidder's own expense.311410168 II - 5 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDIclarify the issues and to answer questions on any matter that may be raised atthat stage.9.0 AMENDMENT OF BIDDING DOCUMENTS9.1 Before the deadline for submission of Bids, the Employer may modify thebidding documents by issuing addenda.9.2 Any addendum thus issued shall be part of the bidding documents and shallbe communicated in writing or by cable to all purchasers of the biddingdocuments. Prospective Bidders shall acknowledge receipt of each addendumby cable to the Employer.9.3 To give prospective Bidders reasonable time in which to take an addenduminto account in preparing their Bids, the Employer shall extend, as necessary,the deadline for submission of Bids, in accordance with Sub-clause 19.2below. And the same is also to be communicated simultaneously to all thepurchaser of the bidding document.10.0 LANGUAGE OF BID10.1 All documents relating to the Bid shall be in the English language.11.0 DOCUMENTS COMPRISING THE BID11.1 The Bid, comprising of three parts, shall be submitted by the bidder in thefollowing manner :a) Part I of the bid to be submitted in 1 st inner sealed envelope comprising of :i) Bid Security/ Earnest Money Deposit,ii)Letter of the bidder submitting the bid in the form as stipulated in'Contractor's bid' of the bid document andiii) qualification information as indicated in bid document and Documentsas required in accordance with stipulations of bid document and anyother materials required to be completed and submitted by bidder inaccordance with these instructions.iv) Integrity pact duly signed as per attached format.311410168 II - 7 Signature of tendererwith Seal & Date

Instructions to Biddersv) signed copy of Tender Specification Document.CMPDIb) Part II of the bid to be submitted in the 2 nd inner sealed envelope comprisingof :i) Technical offer along with technical specifications of equipments/ knowhowoffered, drawings, pamphlets etc. strictly in terms of tenderenquiry.ii)Alternative offers of the bidder, if any, shall not be accepted.iii) Commercial Terms and Conditions including payment terms in casedeviating from those in the tender inquiry.c) Part III of the bid, to be submitted in 3 rd inner sealed envelope, shallcomprise of Price Bid only in the format as indicated in the tenderdocuments.d) All the inner sealed envelopes shall then be placed in one outer envelope,sealed and marked properly as per Clause 18.0 and submitted to theEmployer at its address before the deadline for submission of the bid asdescribed in Clause 19.0e) For the tenderers who have downloaded the TSD from the website- Thebank draft towards the cost of tender documents (Application Fee) as perClause no. 3 of section – I of the TSD and the undertaking of the tendereras at Sl No.12.2, section-I, Tender Notice in a separate envelope marked“Cost of Tender Documents and the undertaking” and not with Part-I/ EMD.12.0 BID PRICES12.1 The contract shall be for the whole Works as described in Sub-Clause 1.1based on the scope of work as detailed in the bidding document.12.2 The Bidder shall submit rates and prices for all items of the Works described inthe scope of works. Corrections, if any, shall be made by crossing out,initialing, dating and rewriting.12.3 All duties, taxes, and other levies payable by the Contractor under theContract, or for any other cause shall be included in the rates, prices and thetotal Bid Price submitted by the Bidder. All incidentals, overheads, leads, lifts,311410168 II - 8 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDIcarriages etc. as may be attendant upon execution and completion of worksas stipulated in the bidding document shall also be included in the rates,prices and total Bid price submitted by the bidder.12.4 The rates and prices quoted by the Bidder shall be fixed for the duration of thecontract and shall not be subject to variations on any account except to theextent variations allowed as per the conditions of the contract indicated in thebidding document.13.0 CURRENCIES OF BID AND PAYMENT13.1 The unit rates and prices shall be quoted by the Bidder entirely in IndianNational Rupees (INR, Rs).14.0 BID VALIDITY14.1 Bid shall remain valid for a period not less than six calendar month after thedeadline for bid submission specified in Clause 19.0A bid valid for a shorter period shall be rejected by the employer.14.2 In exceptional circumstances, prior to expiry of the original time limit, theEmployer may request that the bidders may extend the period of validity for aspecified additional period. The request and the bidder's responses shall bemade in writing or by cable. A bidder may refuse the request without forfeitinghis bid security. A bidder agreeing to the request shall not be required orpermitted to modify his bid but shall be required to extend the validity of his bidsecurity for a period of the extension, and in compliance with Clause 15.0 in allrespects.15.0 BID SECURITY/EARNEST MONEY DEPOSIT15.1 The bidder shall furnish, as part of his bid, a Bid Security/Earnest Money in theamount as shown in NIT for this particular work. Bid Security/ EMD shall berequired to be deposited in the form of irrevocable Bank Guarantee (fromscheduled bank/Branch acceptable to the owner) with validity 28 days beyondthe validity of the bid in the format given in the Bid Document. Certifiedcheques and Demand Drafts shall also be acceptable as Bid Security/ Earnest311410168 II - 9 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDImoney drawn in favour of Central Mine Planning & Design Institute Ltd. on anyscheduled bank payable at its branch at Ranchi.15.2 Any bid not accompanied by an acceptable Bid Security/ EMD shall berejected by the Employer as non-responsive.15.3 The Bid Security/ EMD of the unsuccessful Bidder shall be refunded aspromptly as possible after opening of price bid and finalization of the tender.15.4 The Bid Security/ EMD of the successful Bidder shall be discharged when theBidder has signed the Agreement and furnished the required PerformanceSecurity/ Security Deposit15.5 The Bid Security/Earnest Money may be forfeited:a) if the Bidder withdraws the Bid after Bid opening during the period of Bidvalidity; orb) in the case of a successful Bidder, if the Bidder fails within the specifiedtime limit to:i) sign the Agreement; orii) furnish the required Performance Security/Security Deposit.iii) if the bidder does not accept the correction of the bid pricepursuant to Clause 26 of ‘Instruction to the Bidder’ (ITB).15.6 The Bid Security/ EMD deposited with the Employer shall not carry anyinterest.16.0 ALTERNATIVE PROPOSALS BY BIDDERS16.1 Bidders shall submit offers that comply with the requirements of the Biddingdocuments, including the basic technical design as indicated in the drawingsand specifications. Alternative proposals shall not be considered.17.0 FORMAT AND SIGNING OF BID17.1 The Bidder shall prepare the bidding documents comprising the Bid asdescribed in Clause 11.0 of the ‘Instruction to Bidders’.311410168 II - 10 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI17.2 All documents of the Bid shall be typed or written in indelible ink and shall besigned by a person or persons duly authorised to sign on behalf of the Bidder,pursuant to Sub-Clauses 3.3(a). All pages of the Bid document shall beinitialed by the person or persons signing the Bid.17.3 The Bid shall contain no alterations, or additions, except those to comply withinstructions issued by the Employer, or as necessary to correct errors made bythe Bidder, in which case such corrections shall be initialed by the person orpersons signing the Bid. Erasing or overwriting in the bid document maydisqualify the bidder.18.0 SEALING, MARKING AND SUBMISSION OF BIDS18.1 The Bidder shall seal the Bid in three inner sealed envelopes and one outersealed envelope, duly marking the inner envelopes in the following manner :a) 1 st inner sealed envelope shall be marked as:" Part I - Bid for Notice Inviting Tender No ………………………………comprising of Bid Security / EMD with qualification information, IntegrityPact and the tender specification document duly signed & sealed oneach page"b) 2 nd inner sealed envelope shall be marked as:" Part II - Technical and Commercial Part for Notice Inviting Tender No.……………………………c) 3 rd inner sealed envelope shall be marked as:" Part III - Price Bid for Notice Inviting Tender No………………………………d) Outer sealed envelope shall be marked as: "Bidding Documents forNotice Inviting Tender No. ………………………………18.2 The inner envelopes placed in outer envelopes shall :a. be addressed to the Employer at the following address and submittedaccordingly before the deadline for submission of bid as indicated in Clause19.0 :311410168 II - 11 Signature of tendererwith Seal & Date

Instructions to BiddersGeneral Manager (CMP),CMPDICentral Mine Planning & Design Institute Ltd, Gondwana Place,Kanke Road, Ranchi-834031andb. the inner and the outer envelopes shall bear the following additionalidentification:- Bid for Notice Inviting Tender No. ………………………..- Bid Reference No. ------------------------------------ DO NOT OPEN BEFORE ……………….. HRS IST on ………………..18.3 In addition to the identification required in Sub-Clause 18.2 the inner andouter envelopes shall indicate the name and address of the Bidder.18.4 If the outer envelope is not sealed and marked as above, the Employer shallassume no responsibility for the misplacement or premature opening of theBid.19.0 DEADLINE FOR SUBMISSION OF BIDS19.1 Bids shall be delivered to the Employer at the address specified above notlater than 13.00 Hrs on 31.01.2012. In the event of the specified date for thesubmission of bids being declared a holiday for the Employer, the Bids shallbe received upto the appointed time on the next working day.19.2 The Employer may extend the deadline for submission of Bids by issuing anamendment in accordance with Clause 9.0, in which case all rights andobligations of the Employer and the Bidders previously subject to the originaldeadline shall then be subject to the new deadline.20.0 LATE BIDS20.1 Any Bid received by the Employer after the deadline prescribed in Clause19.0 due to any reason whatsoever shall not be accepted.311410168 II - 12 Signature of tendererwith Seal & Date

Instructions to Bidders21.0 MODIFICATION AND WITHDRAWAL OF BIDSCMPDI21.1 Bidders may modify or withdraw their Bids by giving notice in writing beforethe deadline prescribed in Clause 19.0 in case the bidder has submitted thebid well before the deadline or extended deadline.21.2 Each Bidder's modification or withdrawal notice shall be prepared, sealed,marked and delivered in accordance with the provisions of Clause 11.0,17.0, 18.0 and 19.0 with the outer and inner envelopes additionally marked"MODIFICATION" or "WITHDRAWAL", as appropriate.21.3 No Bid may be modified after the deadline for submission of Bids.21.4 Withdrawal of a Bid between the deadline for submission of Bids and theexpiration of the period of Bid validity specified in the Bidding Data or asextended pursuant to Sub-Clause 14.2 may result in the forfeiture of the BidSecurity pursuant to Clause 15.0.22.0 BID OPENING22.1 The Employer shall open Part -I of the bids first, including modificationsmade pursuant to Clause 21.0, in the presence of the bidders' or theirrepresentatives who choose to attend at the time and in the place specifiedin Clause 19.0. In the event of the specified date of Bid opening beingdeclared a holiday for the Employer, the Bids shall be opened at theappointed time and location on the next working day.22.2 After examination and evaluation of part I of the bids in accordance withCl.25.0 of these instructions, Part II of the bids which are substantiallyresponsive and fulfill the requisite eligibility criteria laid down under theseinstructions shall be opened.22.3 Part -III of the bids which are technically and commercially at par andsubstantially responsive in accordance with specifications, scope, terms andconditions and fulfilling the requirements of the instructions to the bidders,shall be opened.311410168 II - 13 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI22.4 Envelopes marked "WITHDRAWAL" shall be opened and read out first. Bidsfor which an acceptable notice of withdrawal has been submitted pursuant toClause 21.0 shall not be opened.22.5 The Bidders' names, the Bid Prices, any discounts, Bid modifications andwithdrawals, the presence or absence of Bid Security, and such other detailsas the Employer may consider appropriate, shall be announced by theEmployer at the opening.23.0 PROCESS TO BE CONFIDENTIAL23.1 Information relating to the examination, clarification, evaluation andcomparison of Bids and recommendations for the award of a contract shallnot be disclosed to Bidders or any other persons not officially concernedwith such process until the award to the successful Bidder has beenannounced. Any effort by a Bidder to influence the Employer's processing ofBids or award decisions may result in the rejection of his Bid.24.0 CLARIFICATION OF BIDS24.1 To assist in the examination, evaluation, and comparison of Bids, theEmployer may, at the Employer's discretion, ask any Bidder for clarification ofthe Bidder's Bid, including breakdowns of unit rates. The request for clarificationand the response shall be in writing or by cable, telex, or facsimile.25.0 EXAMINATION OF BIDS AND DETERMINATION OFRESPONSIVENESS25.1 Prior to the detailed evaluation of Bids, the Employer shall determinewhether each Bid :a. meets the eligibility criteria defined in Clause 3.0;b. has been properly signed;c. is accompanied by the required securities; andd. is substantially responsive to the requirements of the Bidding documents.311410168 II - 14 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI25.2 A substantially responsive Bid is one which conforms to all the terms,conditions & specifications of the Bidding documents without materialdeviation or reservation. A material deviation or reservation is one:a. which affects in any substantial way the scope, quality, or performance ofthe works;b. which limits in any substantial way, inconsistent with the Biddingdocuments, the Employer's rights or the Bidder's obligations under theContract; orc. whose rectification would affect unfairly the competitive position of otherBidders presenting substantially responsive Bids.25.3 If a Bid is not substantially responsive, it may be rejected by the Employer atits sole discretion.26.0 CORRECTION OF ERRORS26.1 Bids determined to be substantially responsive shall be checked by theEmployer for any arithmetical errors. Errors shall be corrected by theEmployer as follows :a. where there is a discrepancy between the amounts in figures and inwords, the amounts in words shall govern; andb. where there is a discrepancy between the unit rate and the line item totalresulting from multiplying the unit rate by the quantity, the unit rate asquoted shall govern.c. discrepancy in totaling or carry forward in the amount quoted by thecontractor shall be corrected .The tendered sum so corrected and altered shall be substituted for the sumoriginally tendered and considered for acceptance instead of the originalsum quoted by the tendered along with other tender/tenders. Rounding off tothe nearest rupee should be done in the final summary of the amountinstead of in totals of various sections of the offer.311410168 II - 15 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI26.2 The amount stated in the Bid shall be adjusted by the Employer inaccordance with the above procedure for the correction of errors and, shallbe considered as binding upon the Bidder.27.0 EVALUATION AND COMPARISON OF BIDS27.1 The Employer shall evaluate and compare only the Bids determined to besubstantially responsive in accordance with Clause 25.0.27.2 In evaluating the Bids, the Employer shall determine for each Bid theevaluated Bid Price by adjusting the Bid Price as follows:a. making any correction for errors pursuant to Clause 26.0b. making an appropriate adjustment for any other quantifiableacceptable variations, deviations andc. making appropriate adjustments to reflect discounts or other pricemodifications offered in accordance with Clause 21.027.3 The Employer reserves the right to accept or reject any variation, deviationand other factors that are in excess of the requirements of the Biddingdocuments or otherwise result in unsolicited benefits for the bidder shall notbe taken into account in Bid evaluation.27.4 If the Bid of the successful Bidder is seriously unbalanced in relation to theEngineer's estimate of the cost of work to be performed under the contract,the Employer may require the Bidder to produce detailed price analyses forany or all items of the work, to demonstrate the internal consistency of thoseprices with the construction methods and schedule proposed.28.0 AWARD CRITERIA28.1 Subject to Clause 29.0, the Employer shall award the Contract to the bestqualified Bidder whose Bid has been determined to be substantiallyresponsive to the Bidding documents and who has offered the lowestevaluated Bid Price. Employer shall be the sole judge in this regard.311410168 II - 16 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI29.0 EMPLOYER'S RIGHT TO ACCEPT ANY BID AND TO REJECTANY OR ALL BIDS29.1 Notwithstanding Clause 28.0, the Employer reserves the right to accept orreject any Bid, and to cancel the bidding process and reject all Bids, at any timeprior to the award of Contract, without thereby incurring any liability to theaffected Bidder or Bidders or any obligation to inform the affected Bidder orBidders of the grounds for the Employer's action.30.0 NOTIFICATION OF AWARD AND SIGNING OF AGREEMENT30.1 The Bidder, whose Bid has been accepted, shall be notified of the award bythe Employer prior to expiration of the Bid validity period by cable, telex, orfacsimile confirmed by registered letter. This letter (hereinafter and in theConditions of Contract called the "Letter of Acceptance") shall state the sumthat the Employer shall pay the Contractor in consideration of the execution,completion and maintenance of the Works by the Contractor as prescribedby the Contract (hereinafter and in the Contract called "the Contract Price").30.2 The notification of award shall constitute the formation of the Contract,subject only to the furnishing of a Performance Security/Security Deposit inaccordance with Clause 31.030.3 The Agreement shall incorporate all agreements between the Employer andthe successful Bidder within 28 days following the notification of award alongwith the letter of Acceptance.30.4 Upon the furnishing by the successful Bidder of the PerformanceSecurity/Security Deposit, the Employer shall promptly notify the otherBidder that their Bids have been unsuccessful and refund the BidSecurity/Earnest Money Deposit.31.0 PERFORMANCE SECURITY/ SECURITY DEPOSIT/PERFORMANCE GUARANTEE31.1 Security Deposit shall consist of two parts;a) Performance Security to be submitted at award of work and311410168 II - 17 Signature of tendererwith Seal & Date

Instructions to Biddersb) Retention Money to be recovered from running bills.CMPDIThe security deposit shall bear no interest.31.1.1 Performance security should be 5% of contract amount and should besubmitted within 28 days of receipt of LOA by the successful bidders in anyof the form given below after which bid security/earnest money shall berefunded to the contractor.- a bank guarantee in the form given in the bid document- Govt. securities, FDR or any other form of deposit stipulated by the owner- Demand Draft drawn in favour of Central Mine Planning & DesignInstitute Ltd. on any scheduled bank payable at its branch at Ranchi.31.1.2 If performance security is provided by the successful bidders in the form ofbank guarantee it shall be issued either-(a) at bidder’s option by a Nationalised/ Scheduled Indian bank or(b) by a foreign bank located in India and acceptable to the Employer.31.1.3 Retention money shall be deducted @ 5% from running bills. Totalperformance security and retention money shall not exceed 10% of contractamount or lesser sum indicated in the bid document.31.2 The Guarantee amount shall be payable to the Employer without anycondition whatsoever.31.3 The Performance Guarantee shall cover additionally the following guaranteesto the Employer:(a) The successful bidder guarantees the successful and satisfactoryoperation of the equipment furnished and erected under the contract, as perthe specifications and documents,(b) The successful bidder further guarantees that the equipment providedand installed by him shall be free from all defects in design, material andworkmanship and shall upon written notice from the employer fully remedyfree of expenses to the Employer such defects as developed under thenormal use of the said equipment within the period of guarantee specified inthe relevant clause of the Conditions of Contract.311410168 II - 18 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI31.4 The Contract Performance Guarantee is intended to secure the performanceof the entire Contract. However it is not construed as limiting the damagesunder clause entitled 'Equipment Performance Guarantee' in sectionTechnical Conditions of Contract and damages stipulated in the otherclauses in the bidding documents.31.5 Bank Guarantee is to be submitted in the format prescribed by the companyin the bid document. Bank Guarantee shall be irrevocable and it shall befrom any Nationalised Bank/ Scheduled Bank.31.6 The Company shall be at liberty to deduct/ appropriate from the ContractPerformance Guarantee/Security Deposit such sums as are due andpayable by the contractor to the company as may be determined in terms ofthe contract, and the amount appropriated from the Contract PerformanceGuarantee/Security Deposit shall have to be restored by Contractorsubsequently.31.7 The Contract Performance Guarantee shall be returned to the Contractorwithout any interest at the end of the Guarantee Period.31.8 Failure of the successful Bidder to comply with the requirements of Sub-Clause 31.1 shall constitute sufficient grounds for cancellation of the awardand forfeiture of the Bid Security.31.9 Performance Security/ Security Deposit shall be converted into PerformanceGuarantee on successful completion of work in accordance with contractand upon satisfactory trial operations and shall be valid for 90 days after theend of Guarantee period.32.0 EMPLOYMENT OF LOCAL LABOUR32.1 "Contractors are to employ, to the extent possible, only local project affectedpeople and pay wages not less than the minimum wages fixed by the localGovernment".311410168 II - 19 Signature of tendererwith Seal & Date

Instructions to Bidders33.0 LEGAL JURISDICTIONCMPDI33.1 Matter relating to any dispute or difference arising out of this tender andsubsequent contract awarded based on the bid shall be subject to thejurisdiction of Ranchi court only.34.0 DEEMED EXPORTS34.1 If the bidder has quoted any item/ items under the deemed exports then itshall be the responsibility of the Bidder to get all the benefits under deemedexports from the Government. The Company's responsibility shall only belimited to the issuance of required certificates. The quotation of the Biddershall be unconditional and phrases like "Subject to availability of deemedexports benefit" shall not find place in it.35.0 CONSULTANTS NOT TO BID & VICE-VERSA35.1 A firm which has been engaged by the Company to provide Goods or Worksfor a project or any of its affiliates shall be barred from providing consultancyservices for the same project. Conversely, a firm hired to provideconsultancy services for the preparation or implementation of a project andany of its affiliates shall be barred from subsequently providing Goods orWorks or services related to the initial assignment for the same project.36.0 SUB-CONTRACTOR/ SUB-VENDOR36.1 The contract agreement shall specify major items of supply of services forwhich the contractor proposes to engage Sub-Contractor/ Sub-Vendor. Thecontractor may from time to time propose any addition or deletion from anysuch list and shall submit the proposals in this regard to the Engineer inCharge/ Designated Officer in Charge for approval well in advance so as notto impede the progress of work. Such approval of the Engineer in Charge/Designated Officer shall not relieve the contractor from any of his obligation,duties and responsibilities under the contract.311410168 II - 20 Signature of tendererwith Seal & Date

Instructions to BiddersCMPDI36.2 If a contractor submits his bid, qualifies and does not get the contractbecause of his not being the lowest, he shall be prohibited from working as asub-contractor for the contractor who is executing the work.311410168 II - 21 Signature of tendererwith Seal & Date

SECTION – IIIForms of Bid and QualificationInformation

Exhibit –1 (Page 1 of 2)Contractor’s BidCMPDISECTION – IIIFORMS OF BID AND QUALIFICATION INFORMATIONExhibit - 1 : CONTRACTOR'S BIDRef No. : ………………………………...Dated : …………………Sub : BID for “Installation of 400 TPH Demonstration Plant of CoalDry Beneficiation System using Radiometric Technique(Ardeesort) at Madhuband Washery, BCCL at MadhubandWashery, BCCL”ToThe General Manager (CMP)Coal & Mineral Preparation DivisionCentral Mine Planning & Design Institute Ltd.Gondwana Place, Kanke RoadRanchi – 834 008Dear Sir,We offer to execute the Works described above in accordance with theConditions of Contract accompanying the Bidding Document issued to us. TheEarnest Money in accordance with the NIT and Instructions to Bidders amounting toRs 6.96 Lakh (Rupees Six Lakh and Ninety-six thousand) only in the form of………………. (details to be mentioned here by the Bidder) as stipulated in Clause15 of the Instructions to Bidders is enclosed herewith.This Bid and your written acceptance of it shall constitute a binding contractbetween us. We understand that you are not bound to accept the lowest or any Bidyou receive.We hereby confirm that this Bid complies with the Bid validity and EMDrequired by the Bidding documents. We also confirm that E.M.D. and other requireddocumentary evidences related to this part of the Bid are enclosed (As listed below)311410168 III -1Signature of tendererwith Seal & Date

Exhibit –1 (Page 2 of 2)Contractor’s BidCMPDIherewith either in original/ copies attested by Gazetted Officer/ copies dulyauthenticated by us with signature and seal along with affidavit as per the formatprovided in the bid document.If the tender document is downloaded from the suggested website, we herebyconfirm acceptance of the tender documents as available in the website and that ifany tampering in the tender document is found to be done at any stage, the tender/offer shall be rejected.Yours faithfully,Authorized Signature : ________________Name and Title of the Signatory : __________Name of the Bidder : _______ (the Contractor)Address : ________________Date : ________________(To be filled in by the Bidder)Enclosures:i) E.M.D. of rRs............................. vide............................ dt.ii) ………………………………………………iii) ………………………………………………311410168 III -2Signature of tendererwith Seal & Date

Exhibit –2 (Page 3 of 8 .Qualification InformationFORMS OF BID AND QUALIFICATION INFORMATIONCMPDIExhibit - 2 : QUALIFICATION INFORMATION(The information to be submitted by all the Bidders)1. INDIVIDUAL BIDDERS OR INDIVIDUAL MEMBERS OF JOINT VENTURES1.1 Constitution or Legal status of Bidder (attach copy )Place of Registration:Principal place of business :________________________________________________________Power of Attorney of signatory Bid :(attach)1.2 Details of the turnover during last 3 (three) years :Annual Turnover Data ( Construction only )Year Turnover in Rs Remarks1.3 Joint Venture details:Name of all partners of a joint venture1. Lead partner :2. Partner-I :3. Partner-II :NOTES : Joint ventures must comply the following requirements :i) Following are the minimum qualification requirements for joint ventures:a. The lead partner shall meet not less than 40% of all the qualifying criteriastated in the bid document.b. The other partners shall meet not less than 30% of all the qualifyingcriteria stated in the bid document.ii)The formation of joint venture or change in the joint venture character/ partnersafter submission of the bid and any change in the bidding regarding jointventure will not be permitted.311410168 III -3Signature of tendererwith Seal & Date

Exhibit –2 (Page 4 of 8 .Qualification InformationCMPDIiii) Any bid shall be signed so as to legally bind all partners jointly and severallyand any bid shall be submitted with a copy of the Joint Venture Agreement (JVAgreement) providing the joint and several liabilities with respect to the contract.iv)The pre-qualification of a joint venture does not necessarily pre-qualify any of itspartners individually or as a partner in any other joint venture or association. Incase of dissolution of a joint venture, each one of the constituent firms may prequalifyif they meet all the pre-qualification requirements, subject to writtenapproval of the employer.v) The bid submission must include documentary evidence to the relationshipbetween joint venture partners in the form of JV Agreement to legally bind allpartners jointly and severally for the proposed agreement which should set outthe principles for the constitution, operation, responsibilities regarding work andfinancial arrangements, participation (percentage share in the total) andliabilities (joint and several) in respect of each and all of the firms in the jointventure. Such JV Agreement must evidence the commitment of the parties tobid for the facilities applied for (if pre-qualified) and to execute the contract forthe facilities if their bid is successful.vi)vii)One of the partners responsible for performing a key component of the contractshall be designated as Lead Partner. This authorization shall be evidenced bysubmitting with the bid a Power of Attorney signed by legally authorizedsignatories of all the partners.The JV Agreement must provide that the Lead Partner shall be authorized toincur liabilities and receive instructions for and on behalf of any and all partnersof the Joint Venture and the entire execution of the contract shall be done withactive participation of the Lead Partner.viii) The contract agreement should be signed jointly by each Joint Venture Partners.ix)An entity can be a partner in only one Joint Venture. Bid submitted by JointVentures including the same entity as partner will be rejected.311410168 III -4Signature of tendererwith Seal & Date

Exhibit –2 (Page 5 of 8 .Qualification InformationCMPDI1.4 Details of experience for similar nature and complexity of work in last 7(seven) years:Use a separate sheet for each work/ contract (Attach performance certificatefrom customers concerned):1. Name of the Work :2 Name of the Firm :3. Address of the Firm :4. Nature of work :5. Contract role (check one)1. Sole contractor 2. Partner in Joint venture 3. Other (give details):6. Value of the Work :7. Date of Commencement :8. Date of Completion with original schedule and slippage, if any.1.5 Subcontractors/ Consultants and firms proposed to be involved(Attach performance credentials including Bio-data of design personnel ofConsultants)Section ofworkApprox. value ofsubcontractSub-contractor(Name & Address)Experience insimilar works1.6 Information on Bid Capacity. (Works for which bids have been submittedand work which are yet to be completed) as on the date of this bid :a. Total value of work executed in last five years (year-wise):b. Details of existing commitments and ongoing works.c. Details of Works for which bids already submitted.1.7 Evidence of access to financial resources to meet the qualificationrequirements: Cash in hand, lines of credit and other financial means etc.sufficient to meet the construction cash flow (copies to be submitted and thefollowing format to be filled up)Source of financing1.2.Amount in Rs311410168 III -5Signature of tendererwith Seal & Date

Exhibit –2 (Page 6 of 8 .Qualification InformationCMPDI1.8 Financial reports of the last five years : balance sheets, profit and lossstatement, auditors report etc. (copies to be submitted and the followingformat be filled up):Financialinformation in R1. Total assets2. Current assets3. Total liabilities4. Current liabilities5. Profits Before tax6. Profits After taxActual : Previous five years Projected : Next twoyears1 2 3 4 5 6 71.9 Evidence of access to financial resources to meet the qualificationrequirements:Cash in hand, liquid assets, unencumbered real assets, lines of credit andother financial means etc. sufficient to meet the construction cash flow (thecopies to be submitted and the following format to be filled up)Source of financing1.2.1.10 Details of the bankers :Amount in RsBankerName of the bankerAddress of the bankerTelephoneFaxContact name ant titleTelex1.11 Information about litigations, if any, in which bidder is involved :YearAward FOR orAGAINST applicantName of the client, Clause ofLitigation and Matter of disputeDisputedamount in R1.12 Details of the major construction equipment to be used for the work :1Equipment type and capacityMake andmodelMinimum number311410168 III -6Signature of tendererwith Seal & Date

Exhibit –2 (Page 7 of 8 .Qualification InformationCMPDI1.13 Details of additional construction equipment to be purchased new forthe project, indicating delivery times required in the form given below :12Equipment to be purchased new –type and capacityMake andmodelDeliveryperiodNumber1.14 Personnel capabilitiesThe applicant must have suitably qualified personnel to fill the following keypositions for the project. The applicant will supply information on a primecandidate and an alternate for each positions both of whom, whereverpossible meet the experience requirements as specified in format below :Position Name Total postqualificationexperience(years)Project ManagerAlternative nameSite engineers of respectivedisciplineAlternative namesCost controllerAlternative nameQuality Assurance EngineerAlternative nameSite supervisors of respectivedisciplineAlternative namesInsimilarWorks(years)As Manager orSection Leader ofSimilar Works (years)1.15 The bidder should list transport available for personnel, construction, plant,stores and machinery. Where transport is to be subcontracted the proposedarrangements should be clearly demonstrated.1.16 The bidder should provide full details of his plant and maintenance facilitiestogether with the full details of laboratory personnel, workshop personnelincluding fitters, mechanics, machinists etc.1.17 Permanent Income Tax Account No. (PAN) :311410168 III -7Signature of tendererwith Seal & Date

Exhibit –2 (Page 8 of 8 .Qualification Information1.18 Details of Earnest Money/Performance SecurityCMPDIDeposit of Earnest Money by :Draft No. : } Bank Guarantee Details :Drawn on : } Name of the Bank :Amount (R) : } Amount of BG. :} Bank Guarantee valid upto :1.19 Other Detailsa) Details of registration/ enlistment with Government organizations/ PSUs/Subsidiaries of Coal India.b) Certificate of registration as per statutory requirements under Sales Tax,Contract Labour Laws etc. as may be applicable___________________Signature of the TendererNOTE : Separate sheets may be attached to furnish details, if necessary.311410168 III -8Signature of tendererwith Seal & Date

ANNEXURE – ARef. Clause – 3.3 of ITBFormat for Affidavit:Non-Judicial Stamp PaperAFFIDAVITCMPDII, ........................................................., Partner/ Legal Attorney/ AccreditedRepresentative of M/S. ................................................, solemnly declare that:1. We are submitting Tender for the Work………………..................................................................................................................................... against TenderNotice No. ........................................... dated……..2. None of the Partners of our firm is relative of employee of............................................... (Name of the Company)3. All information furnished by us in respect of fulfilment of eligibility criteriaand qualification information of this Tender is complete, correct and true.4. All documents / credentials submitted along with this Tender are genuine,authentic, true and valid.5. If any information and document submitted is found to be false/ incorrect atany time, department may cancel my Tender and action as deemed fit maybe taken against us, including termination of the contract, forfeiture of all duesincluding Earnest Money and banning/ delisting of our firm and all partners ofthe firm etc.Signature of the tenderer,Dated : ..........................Seal of Notary311410168 III -9Signature of tendererwith Seal & Date

SECTION – IV (A)General Terms & Condition of Contract

General Terms and Conditions of ContractCMPDISECTION – IV (A)GENERAL TERMS AND CONDITIONS OF CONTRACT1.0 DEFINITIONSi) The word "Company'" or "Employer" or "Owner" wherever occurs in theconditions, means the Central Mine Planning & Design Institute Limited, Ranchirepresented at the headquarters of the Company by the Chairman Cum ManagingDirector or his authorised representative or any other officer specially deputed for thepurpose.ii) The word "Principal Employer" or "Engineer" wherever occurs, means theauthorised representative or any other officer specially deputed by the Company forthe purpose of contract.iii) The word "Contractor"/"Contractors" or "Manufacturer" wherever occurs meansthe successful Bidder/Bidders who has/have deposited the necessary Earnest Moneyand has/have been given written intimation about the acceptance of tender and shallinclude legal representative of such individual or persons composing a firm or acompany or the successors and permitted assignees of such individual, firm orcompany, as the case may be.iv) "The Site" shall mean the site of the contract work including land and anybuilding and erections thereon and any other land allotted by the company forcontractor's use in the performance of the contract.v) The term "sub-contractor", as employed herein, includes those having a directcontract with contractor either on piece rate, items rate, time rate or on any otherbasis and it includes one who furnishes work to a special design according to theplans or specifications of this work but does not include one who merely suppliedmaterials.vi) "Consulting Engineer"/ "Consultant" shall mean any firm or person dulyappointed as such from time to time by the owner.311410168 IV (A) - 1 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIvii) 'Accepting authority' shall mean the management of the company and includesan authorised representative of the company or any other person or body of personsempowered in this behalf by the company.viii) A 'Day 'shall mean a day of 24 hours from midnight to midnight.ix) Engineer-in-charge/Designated Officer-in-charge shall be clearly defined in thecontract document. Engineer-in-charge/Designated Officer-in-charge who is of anappropriate seniority shall be responsible for supervising and administering thecontract, certifying payment due to the contractor, valuing variations to the contract,awarding extension of time and valuing compensation events. Engineer-incharge/DesignatedOfficer-in-charge may further appoint his representatives i.e.another person/ Project Manager or any other competent person and notify to thecontractor who is directly responsible for supervising the work being executed at thesite, on his behalf under the Delegation of Powers of the company. However, overallresponsibility, as far as the contract is concerned shall be that of the Engineer-incharge/DesignatedOfficer-in-charge.x) The 'contract' shall mean the notice inviting tender, the tender as accepted bythe company and the formal agreement executed between the company and thecontractor together with the documents referred to therein including conditions ofcontract, special conditions, if any, specifications, designs & drawings including thoseto be submitted during progress of work, scope of work, billing schedule/schedule ofquantities with rates and amounts.xi) The 'works' shall mean and include the furnishing of equipment, labour, and theservices in accordance with the contract or parts thereof as the case may be andshall also include all extra or additional, altered or substituted works or any work ofemergent nature, which in the opinion of the Engineer-in-charge, become necessaryduring the progress of the works to obviate any risk or accident or failure or becomenecessary for security.xii) "Specification" shall mean the technical specifications forming a part of thecontract and such other schedules and drawings as may be mutually agreed upon.xiii) 'Contract price' shall mean the total sum for which tender is accepted by thecompany.311410168 IV (A) - 2 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIxiv) 'Written notice' shall mean a notice or communication in writing and shall bedeemed to have been duly served if delivered in person to the individual or to amember of the firm or to an office of the Corporation/Company for whom it isintended, or if delivered at or sent by registered mail to the last business addressknown to him who gives the notice.xv) "Letter of Acceptance" of the tender shall mean the official notice issued by thecompany notifying the contractor that his tender has been accepted.xvi) "Date of Contract" shall mean the date on which both the parties have signedthe contract agreement.xvii) "Manufacturer's Works' or Contractor's Works" shall mean the place of workused by the Manufacturer, the Contractor, their collaborators or sub-contractors forthe performance of the works.xviii) "Inspector" shall mean the Owner or any person nominated by the Owner fromtime to time, to inspect the equipment stores or Works under the contract and/or theduly authorised representative of the owner.xix) When the words "Approved", "Subject to Approval", "Satisfactory", "Equal to","Proper", "Requested", "As directed", "Where directed", "When directed","Determined by", "Accepted", "Permitted", or words and phrases of like import areused, the approval, judgment, direction etc. is understood to be a function of theOwner/Engineer/Engineer-in-Charge.xx) "Test of Completion" shall mean such tests as prescribed in the contract to beperformed by the contractor before the Works is taken over by the Owner.xxi) "Start-up" shall mean the time period required to bring the equipment coveredunder the Contract from an inactive condition, when construction is essentiallycomplete, to the state ready for trial operation. The start-up period shall includepreliminary inspection and check out of equipment and supporting sub-systems;initial operation of the complete equipment covered under the Contract to obtainnecessary pre-trial operation data, perform calibration and corrective action; shutdown inspection and adjustment prior to the trial operation period.311410168 IV (A) - 3 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIxxii) "Initial operation" shall mean the first integral operation of the completeequipment covered under the contract with sub-systems and supporting equipment inservice.xxiii) "Trial Operation", "Reliability Test", Trial Run", "Complete Test" shall mean theextended period of time after the "Start-up" period and initial operation. During thistrial operation period the unit shall be operated over the full load range. The length ofTrial Operation shall be as determined by the Engineer, unless otherwise specifiedelsewhere in the Contract.xxiv) "Performance and Guarantee Tests" shall mean all operation checks and testsrequired to determine and demonstrate capacity, efficiency, and operatingcharacteristics as specified in the contract document after trial operation.xxv) "Commercial Operation" shall mean the condition of operation in which thecomplete equipment covered under the contract is officially declared by the owner tobe available for continuous operation at different loads upto and including ratedcapacity. Such declaration by the owner however, shall not relieve or prejudice any ofthe contractor's obligations under this contract.xxvi) "Final Acceptance" shall mean the owner's written acceptance of the worksperformed under the contract, after successful completion of performance andguarantee tests.xxvii) "Guarantee Period/ Maintenance Period" shall mean the period during whichthe contractor shall remain liable for repair or replacement of any defective part of theworks performed under the contract.xxviii) "Drawings"/ "Plans" shall mean all:(a) drawings furnished by the owner/ consultant as a basis for proposals,(b) Supplementary drawings furnished by the Owner/ Consultant to clarifyand to define in greater detail the intent of the contract.(c) drawings submitted by the contractor with his proposal provided suchdrawings are acceptable to the Owner/ Consultant.(d) drawings furnished by the Owner/ Consultant to the Contractor during theprogress of the work, and311410168 IV (A) - 4 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI(e) engineering data and drawings submitted by the Contractor during theprogress of the work provided such drawings are acceptable to the Engineer,xxix) "Codes" shall mean the following, including the latest amendments, and/ orreplacements, if any :(a) Standards of Bureau of Indian Standards relevant to the works under thecontract and their specifications.(b) Other Internationally approved Standards and/or rules and regulationstouching the subject matter of the contract.(i) A.S.M.E. Test codes.(ii) A.I.E.E. Test codes.(iii) American Society of Materials Testing Codes.(iv) Indian Electricity Act and Rules and Regulations made there under.(v) Indian Explosive Act and Rules and Regulations made thereunder.(vi) Indian Petroleum Act and Rules and Regulations made thereunder.(vii) Indian Mines Act and Rules and Regulations made there under.(c) Any other laws, rules, regulations and Acts applicable in the country withrespect to labour, safety, compensation, insurance etc.xxx) Words importing singular only shall also include the plural and vice-versa wherethe context so requires.xxxi) Words importing "Person" shall include firms, companies, corporations, andassociations or bodies of individuals, whether incorporated or not.xxxii) Terms and expressions, not defined herein, shall have the same meaning asare assigned to them in the Indian Sale of Goods Act, failing that in the IndianContract Act, and failing that in the General Clauses Act.xxxiii) "Commissioning" the plant/ project shall mean completion in all respects ofconstruction rendering the plant/ project ready for Performance test and commercialoperation as per xxv.xxxiv) "Government Approvals" shall mean all permits, licenses, authorizations,consents, clearances, decrees, waivers, privileges, approvals from and filing with311410168 IV (A) - 5 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIgovernment instrumentalities necessary for the development, construction andoperation of the plant/project.xxxv) "Month" shall mean a calendar month according to the Gregorian calendar.xxxvi) "Bank Guarantee" shall mean the Bank Guarantee to be provided by thecontractor to the company/ owner.xxxvii) “Completion” shall mean the plant is complete in all respect of constructionand ready for rendering the plant for Performance and Guarantee Test aftersuccessful Trial test.xxxviii) “Similar Work” shall mean work of supply of P&M (such as crusher, screen,belt conveyor, pumps etc.) and its installation & commissioning and related civil,structure & electrical works .2.0 CONTRACT DOCUMENTS :The following documents shall constitute the contract documents :(i)(ii)Articles of Agreement,Notice Inviting Tender,(iii) Letter of Acceptance of Tender indicating deviations, if any, from theconditions of contract incorporated in the Tender specification documentissued to the bidder and/or the Bid submitted by the bidder,(iv) Conditions of contract, including general terms and conditions, additionalterms and conditions, technical terms and conditions, erection terms andconditions, special conditions, if any etc. forming part of the Agreement,(v) Specifications, where it is part of Tender Specification Documents,(vi) Scope of works/ Bills of quantities/schedule of works/quantities and(vii) Contract Drawings/ finalized work programme.2.1 After acceptance of tender the Contractor shall be deemed to have carefullyexamined all Contract Documents to his satisfaction. If he shall have anydoubt as to the meaning of any portion of the Contract Documents, he shallbefore signing the Contract, set forth the particulars thereof, and submit them311410168 IV (A) - 6 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIto the Owner in writing in order that such doubt may be removed. The Ownershall provide such clarifications as may be necessary in writing to theContractor. Any information otherwise obtained from the Owner or theEngineer shall not in any way relieve the Contractor of his responsibility tofulfill his obligations under the Contract.2.2 The Contractor shall enter into a Contract Agreement with the Owner within28(twenty eight) days from the date of 'Acceptance of Tender' or within suchextended time as may be granted by the owner. The Performance/ SecurityBank Guarantee for the proper fulfillment of the contract shall be furnished bythe contractor in the prescribed form within thirty (30) days of 'Acceptance oftender'. The performance Guarantee shall be as per terms prescribed inClause 31 of Instructions to Bidders of this tender.2.3 The owner, after the issue of the letter of Acceptance of Tender, shall sendone copy of the final agreement to the contractor for his scrutiny and approval.2.4 The agreement, unless otherwise agreed to, shall be signed within 28 days ofthe issue of the letter of Acceptance of tender, at the office of the owner on adate and time to be mutually agreed. The contractor shall provide for signingof the contract, performance guarantee in copies as required, appropriatepower of attorney and other requisite materials. In case it is agreed mutuallythat the contract is to be signed beyond the stipulated time, the bid guaranteesubmitted with the tender shall have to be extended accordingly.2.5 The agreement shall be signed in 6 (six) originals and the contractor shall beprovided with one signed original and the rest shall be retained by the owner.None of these documents shall be used by the contractor for any purposeother than this contract and the contractor shall ensure that all personsemployed for this contract strictly adhere to this and maintain secrecy, asrequired of such documents.2.6 The contractor shall provide free of cost to the owner all the engineering data,drawings and descriptive materials submitted with the bid, in at least six (6)copies to form a part of the contract immediately after issue of letter ofacceptance.311410168 IV (A) - 7 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI2.7 Subsequent to signing of the contract, the contractor at his own cost shallprovide the owner with at least six (6) true copies of agreement within thirty(30) days after the signing of the contract.2.8 The contract shall be considered as having come into force from the date ofthe letter of acceptance of tender issued by the owner.2.9 The laws applicable to this contract shall be the laws in force in India. Thecourts of Ranchi, Jharkhand State shall have exclusive jurisdiction in allmatters arising under this contract.3.0 CONTRACT PERFORMANCE GUARANTEE/ SECURITYDEPOSIT :3.1 Security Deposit shall consist of two parts;a) Performance Security to be submitted at award of work andb) Retention Money to be recovered from running bills.The security deposit shall bear no interest.3.1.1 Performance security should be 5% of contract amount and should besubmitted within 28 days of receipt of LOA by the successful bidders in any of theform given below after which bid security/earnest money shall be refunded to thecontractor.- a bank guarantee in the form given in the bid document- Govt. securities, FDR or any other form of deposit stipulated by the owner- Demand Draft drawn in favour of Central Mine & Planning & Design Ltd. onany scheduled bank payable at its branch at Ranchi.3.1.2 If performance security is provided by the successful bidders in the form ofbank guarantee it shall be issued eithera)at bidder’s option by a Nationalised/ Scheduled Indian bank orb) by a foreign bank located in India and acceptable to the Employer.311410168 IV (A) - 8 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI3.1.3 Retention money shall be deducted @ 5% from running bills. Totalperformance security and retention money shall not exceed 10% of contractamount or lesser sum indicated in the bid document.3.2 Bank Guarantee shall be valid upto ninety (90) days after the end ofGuarantee Period.3.3 The Guarantee amount shall be payable to the Employer without anycondition whatsoever.3.4 The Performance Guarantee shall cover additionally the followingguarantees to the Employer:(a) The successful bidder guarantees the successful and satisfactoryoperation of the equipment furnished and erected under the contract, as perthe specifications and documents,(b) The successful bidder further guarantees that the equipment providedand installed by him shall be free from all defects in design, material andworkmanship and shall upon written notice from the employer fully remedyfree of expenses to the Employer such defects as developed under thenormal use of the said equipment within the period of guarantee specified inthe relevant clause of the Conditions of Contract.3.5 The Contract Performance Guarantee is intended to secure the performanceof the entire Contract. However it is not construed as limiting the damagesunder clause entitled 'Equipment Performance Guarantee' in sectionTechnical Conditions of Contract and damages stipulated in the otherclauses in the bidding documents.3.6 Bank Guarantee is to be submitted in the format prescribed by the companyin the bid document. Bank Guarantee shall be irrevocable and it shall befrom any Nationalised Bank/Scheduled Bank.3.7 The Company shall be at liberty to deduct/ appropriate from the ContractPerformance Guarantee/ Security Deposit such sums as are due andpayable by the contractor to the company as may be determined in terms ofthe contract, and the amount appropriated from the Contract Performance311410168 IV (A) - 9 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIGuarantee/Security Deposit shall have to be restored by Contractorsubsequently.3.8 The Contract Performance Guarantee shall be returned to the Contractorwithout any interest at the end of the Guarantee Period.3.9 Failure of the successful Bidder to comply with the requirements of Sub-Clause 3.1 shall constitute sufficient grounds for cancellation of the awardand forfeiture of the Bid Security.3.10 Performance Security/Security Deposit shall be converted into PerformanceGuarantee on successful completion of work in accordance with contractand upon satisfactory trial operations and shall be valid for 90 days after theend of Guarantee period.4.0 ASSIGNMENT AND SUBLETTING OF CONTRACT4.1 The contractor may, after informing the engineer and getting his writtenapproval, assign or sub-let the contract or any part thereof other than for rawmaterials, for minor detail or any part of the plant for which makes areidentified in the contract. Suppliers of the equipment not identified in thecontract or any change in the identified supplier shall be subject to approval bythe engineer. The experience list of the equipment vendors underconsideration by the contractor for this contract shall be furnished to theengineer for approval prior to procurement of all such items/equipments. Suchassignment sub-letting shall not relieve the contractor from any obligation, dutyor responsibility under the contract. Any assignment as above without priorwritten approval of engineer shall be void.4.2 For components/equipments procured by the contractors for the purposes ofthe contract, after obtaining the written approval of the owner, the contractor'spurchase specifications and enquiries shall call for quality plans to besubmitted by the suppliers along with their proposals. The quality plans calledfor from the vendors shall set out, during the various stages of manufactureand installation, the quality practices and procedures followed by the vendor'squality control organization, the relevant reference documents/standards used,acceptance level, inspection documentation raised, etc. Such quality plans of311410168 IV (A) - 10 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIthe successful vendor shall be discussed and finalized in consultation with theengineer and shall form a part of the purchase order/contract between thecontractor and the vendor. Within 3 weeks of the release of the samepurchase order/contracts for such bought out items/ components, a copy ofthe same without price details but together with detailed purchasespecifications, quality plans and delivery conditions shall be furnished to theengineer by the contractor.5.0 PATENT RIGHTS AND ROYALTIESRoyalties and fees for patent covering materials, articles, apparatus, devices,equipment or processes used in the works shall be deemed to have been included inthe contract price. The contractor shall satisfy all demands that may be made at anytime for such royalties or fees and he alone shall be liable for any damages or claimsfor patent infringements and shall keep the owner indemnified in that regard. Thecontractor shall, at his own cost and expense, defend all suits or proceedings thatmay be instituted for alleged infringement of any patent involved in the works, and, incase of an award of damages, the contractor shall pay for such award. In the event ofany suit or other proceedings instituted against the owner, the same shall bedefended at the cost and expense of the contractor who shall also satisfy/comply anddecree, order or award made against the owner. But it shall be understood that nosuch machine, plant, work, material or thing has been used by the owner for anypurpose or any manner other than that for which they have been furnished andinstalled by the contractor and specified under these specifications. Final payment tothe contractor by the owner shall not be made while any such suit or claim remainsunsettled. In the event any apparatus or equipment, or any matter thereof furnishedby the contractor, is in such suit or proceedings held to constitute infringement, andits use is enjoined, the contractor shall, at his option and at his own expense, eitherprocure for the owner, the right to continue use of said apparatus, equipment or partthereof, replace it with non-infringing apparatus or equipment or modify it, so itbecomes non-infringing.311410168 IV (A) - 11 Signature of tendererwith Seal & Date

General Terms and Conditions of Contract6.0 TIME - THE ESSENCE OF CONTRACTCMPDI6.1 The time and the date of completion of the works as stipulated in thecontractor's proposal and accepted by the owner without or with modifications, ifany and so incorporated in the award letter shall be deemed to be the essenceof the contract. The contractor shall so organise his resources and perform hiswork as to complete it not later than the date agreed to.6.2 The contractor shall submit a detailed PERT network within the time frameagreed above consisting of adequate number of activities covering various keyphases of the works such as design, procurement, manufacturing, shipment andfield erection activities within fifteen (15) days after the date of acceptance oftender. This network shall also indicate the interface facilities to be provided bythe owner and the dates by which such facilities are needed. Contractor shalldiscuss the network so submitted with the owner and the agreed network whichmay be in the form as submitted or in revised form in line with the outcome ofdiscussions and shall form part of the contract to be signed within sixty (60)days from the date of letter of acceptance of notice of award of contract. Duringthe performance of contract, if in the opinion of the engineer proper progress isnot maintained suitable changes shall be made in the contractor's operations toensure proper progress.6.3 The above PERT network shall be reviewed and periodic review reports shall besubmitted by the contractor as directed by the engineer.6.4 Subsequent to the award of the contract, the contractor shall make available tothe engineer, a detailed manufacturing programme, in line with the agreedcontract network. Such manufacturing programme shall be reviewed, updatedand submitted to the Engineer, once every two month thereafter.7.0 CONTRACT PRICE7.1 The lump sum prices quoted by the contractor in his bid with additions anddeletions as may be agreed before signing of the contract, for the entire scope311410168 IV (A) - 12 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIof the work including furnishing and erection of equipment covered under thespecifications and documents and shall be treated as the contract price.8.0 CHANGED QUANTITY8.1 The owner reserves the right to vary the quantities of items or groups of items tobe ordered as specified in the accompanying technical specifications, as may benecessary, during the execution of the contract, but such variations unlessotherwise specified in the accompanying technical specifications shall be limitedto plus or minus twenty percent (20%) of the original quantity ordered.9.0 DEDUCTIONS FROM CONTRACT PRICE9.1 All costs, damages or expenses which the owner may have paid, for whichunder the contract the contractor is liable, shall be claimed by the owner. Allsuch claims shall be billed by the owner to the contractor regularly as and whenthey fall due. Such bills shall be supported by appropriate and certified vouchersor explanations, to enable the contractor to properly identify such claims. Suchclaims shall be paid by the contractor within fifteen (15) days of the receipt ofthe corresponding bills and if not paid by the contractor within the said period,the owner may then deduct the amount, from any moneys due or becoming dueby him to the contractor under the contract or may be recovered by actions oflaw or otherwise, if the contractor fails to satisfy the owner of such claims.10.0 CONTRACT PRICE ADJUSTMENT10.1 All adjustments in the contract price shall be computed in accordance with theconditions and formulae prescribed in the relevant clauses of 'Additional Termsand Conditions of Contract', the accompanying technical specifications andfurther satisfying the requirements specified herein.10.2 The contract price stated in the contract agreement is the base price. A certainfixed percentage of the base price as indicated in the technical specificationsshall not be subject to any price adjustment. The balance percentage viz. thecost portion shall only be subject to price adjustment.311410168 IV (A) - 13 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI10.3 Price adjustment shall be applicable to the cost portion, only if changes in thecost of labour and materials (either increases or decreases) occur during thecontract period, directly affecting the cost portion.10.4 Variations in the cost of materials shall be determined by comparing publishedmaterial indices as on the date set for opening of bids or the revised price bid,whichever is later, with the same indices published during the manufacture atthe respective cut off periods for material as specified in clause 2.0 of AdditionalTerms and Conditions of Contract. Variations in the cost of labour shall bedetermined by comparing the wages as per the Minimum Wages Act/ Rules ofthe State or Central Government, whichever is more, applicable to the place ofwork as on the date set for opening of bids or the revised price bid, whichever islater, with the same wages as per the Minimum Wages Act/ Rules of the Stateor Central Government, whichever is more, during the work/manufactureapplicable to the place of work/manufacture at the respective cut off periods forlabour as specified in clause 2.0 of Additional Terms and Conditions of Contractof this volume.10.5 The total computed variation in the contract price shall be restricted to a limitingpercentage as specified in clause 2.5 of Additional Terms and Conditions ofContract of this volume.10.6 The price adjustment for the erection shall be made on the value of erectionwork done as indicated in each billing.10.7 Every three months after the award of contract, and a month prior to shipment ofequipment (in the case of ex-factory price component of contract price), andevery month after establishing his site office (in the case of erection) thecontractor shall submit to the engineer a written notice of the changes, if any,that have occurred in the specified material and labour indices during theprevious reporting period containing the effective date of such change, theamount of change, the amount of contract price adjustment and documentaryevidence to substantiate the price adjustment.311410168 IV (A) - 14 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI10.8 The contract price adjustment provisions detailed above, shall only beapplicable if so specified in the Additional Terms and Conditions of Contract.11.0 PACKING, FORWARDING AND SHIPMENT11.1 The contractor, wherever applicable, shall after proper painting, pack andcrate all equipment in such a manner as to protect them from deterioration anddamage during rail and road transportation to the site and storage at the sitetill the time of erection. The contractor shall be held responsible for alldamages due to improper packing.11.2 The contractor shall notify the owner of the date of each shipment from hisworks, and the expected date of arrival at the site for the information of theowner.11.3 The contractor shall also give all shipping information concerning the weight,size and content of each packing including any other information the ownermay require.11.4 The following documents shall be sent by registered post to the owner within 3days from the date of shipment, to enable the owner to inspect the material atsite and for making progressive payment to the contractor.i) Application for payment in the standard format of the owner (3 copies)ii) Invoice (6 copies)iii) Packing list (6 copies)iv) Pre-despatch clearance certificate, if any (3 copies)v) Test certificate, wherever applicable (3 copies)11.5 The contractor shall prepare detailed packing list of all packages andcontainers, bundles and loose material forming each and every consignmentdispatched to site. The contractor shall further be responsible for making allnecessary arrangements for loading, unloading and other handling right from hisworks upto the site and also till the equipment is erected, tested andcommissioned. He shall be solely responsible for proper storage and safecustody of all equipment.311410168 IV (A) - 15 Signature of tendererwith Seal & Date

General Terms and Conditions of Contract12.0 DEMURRAGE, WHARFAGE, ETC.CMPDI12.1 All demurrage, wharfage and other expenses incurred due to delayed clearanceof the material or any other reason shall be to the account of the contractor.13.0 INSURANCE13.1 The contractor shall arrange, secure and maintain insurance as may benecessary and for all such amounts to protect his interests and the interests ofthe owner, against all risks as detailed herein in the joint names of the Ownerand the Contractor with the condition that payments against all claims shall bepayable by insurers to the owner as elaborated at clause 13.5. All premiumsand other charges of the said insurance policies shall be paid by the contractor.The form and the limit of such insurance, as defined herein together with theunder-writer thereof in each case shall be acceptable to the owner. However,irrespective of such acceptance, the responsibility to maintain adequateinsurance coverage on comprehensive all risks basis at all time during theperiod of contract shall be that of the contractor alone. The contractor's failure inthis regard shall not relieve him of any of his contractual responsibilities andobligations.13.2 Any loss of damage to the equipment, during handling, transporting, storageand erection, till such time the plant is taken over by the owner, shall be to theaccount of the contractor. The contractor shall be responsible for preferring of allclaims and make good for the damage or loss by way of repairs and/orreplacement of the portion of the works damaged or lost. The transfer of titleshall not in any way relieve the contractor of the above responsibilities duringthe period of the contract. The contractor shall provide the owner with a copy ofall insurance policies and documents taken out by him in pursuance of thecontract. Such copies of document shall be submitted to the owner immediatelyafter such insurance coverage. The contractor shall also inform the owner inwriting at least sixty (60) days in advance, regarding the expiry, cancellationand/or change in any of such documents and ensure revalidation/renewal, etc.as may be necessary well in time.311410168 IV (A) - 16 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI13.3 The risk that are to be covered under the insurance shall include, but not belimited to, the loss or damage in transit, theft, pilferage, riot, civil commotion,weather conditions, accidents of all kinds, fire, etc. The scope of such insuranceshall cover the entire value of the works from time to time.13.4 All costs on account of insurance liabilities covered under the contract shall beon contractor's account and shall be included in contract price. However, theowner may from time to time, during the pendency of the contract, ask thecontractor in writing to limit the insurance coverage risks and in such a case, theparties to the contract shall agree for a mutual settlement for reduction incontract price to the extent of reduced premium amounts.13.5 All insurance claims, payable by the insurers, shall be paid to the Owner whichshall be released to the contractor in installments as may be certified by theEngineer-in-charge for the purpose of rebuilding or replacement or repair of theworks and/or goods destroyed or damaged for which payment was receivedfrom the insurers.13.6 The clause entitled insurance under the section erection terms and conditions ofcontract of this volume, covers the additional insurance requirements for theportion of the works to be performed at the site of work.14.0 LIABILITY FOR ACCIDENTS AND DAMAGES14.1 Under the contract, the contractor shall be responsible for loss or damage to theplant until the plant is taken over in accordance with clause entitled 'TakingOver' in section technical terms and conditions of contract of this volume.15.0 LIQUIDATED DAMAGES FOR DELAY IN COMPLETION15.1 If the contractor fails to maintain the required progress in terms of the agreedtime and progress chart or to complete the work and clear the site on or beforethe contract or extended date of completion, he shall without prejudice to anyother right or remedy available under the law to the company on account ofsuch breach, pay as compensation/ Liquidated damage @ half percent (1/2 %)of the contract price per week of delay. The aggregate of such compensation/311410168 IV (A) - 17 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIcompensations shall not exceed 10(ten) percent of the total value as shown inthe contract.This shall also apply to items or group of items for which separate period ofcompletion has been specified. The amount of compensation may be adjustedor setoff against any sum payable to the contractor under this or any othercontract with the company.15.1.1 The company, if satisfied, that the works can be completed by the contractorwithin a reasonable time after the specified time of completion, may allowfurther extension of time at its discretion with or without any levy of L.D. In theevent of extension granted being with L.D., the company shall be entitledwithout prejudice any right or remedy available in that behalf, to recover fromthe contractor as agreed damages equivalent to half percent of the contractvalue of the works for each week or part of the week subject to a ceiling of10% of the contract price.15.1.2 The company, if not satisfied that the works can be completed by thecontractor, and in the event of failure on the part of the contractor to completework within further extension of time allowed as aforesaid, shall be entitled,without prejudice to any other right, or remedy available in that behalf, torescind the contract.15.1.3 The company, if not satisfied with the progress of the contract and in the eventof failure of the contractor to recoup the delays in the mutually agreed timeframe, shall be entitled to terminate the contract.15.1.4 In the event of such termination of the contract as described in clauses 15.1.2or 15.1.3 or both, the company, shall be entitled to recover L.D. upto tenpercent (10%) of the contract value and forfeit the security deposit made bythe contractor besides getting the work completed by other means at the riskand cost of the contractor.15.2 The company may waive the payment of compensation, depending upon meritof the case, on request received from the contractor if the entire work is311410168 IV (A) - 18 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIcompleted within the date as specified in the contract or as validity extendedwithout stipulating any penalty.16.0 CONTRACTOR'S DEFAULT16.1 If the contractor shall neglect to execute the works with the diligence andexpedition or shall refuse or neglect to comply with any reasonable orders givento him, if writing by the engineer in connection with the works or shallcontravene the provisions of the contract, the owner may give notice in writing tothe contractor to make good the failure, neglect or contravention complained of.Should the contractor fail to comply with the notice within thirty (30) days fromthe date of service thereof, then and in such case the owner shall be at liberty toemploy other workmen and forthwith execute such part of the works as thecontractor may have neglected to do or if the owner shall think fit, it shall belawful for him, without prejudice to any other right he may have under thecontract, to take the works wholly or in part thereof and in that event the ownershall have free use of all contractor's equipment that may have been at the timeon the site in connection with the works without being responsible to thecontractor for fair wear and tear thereof and to the exclusion of any right of thecontractor over the same, and the owner shall be entitled to retain and applyany balance which may otherwise be due on the contract by him to thecontractor, or such part thereof as may be necessary, the payment of the cost ofexecuting the said part of the works or of completing the works as the case maybe. If the cost of completing the works or executing a part thereof as aforesaidshall exceed the balance due to the contractor, the contractor shall pay suchexcess. Such payment of excess amount shall be independent of the liquidateddamages for delay which the contractor shall have to pay if the completion ofworks is delayed.16.2 In addition, such action by the owner as aforesaid shall not relieve the contractorof his liability to pay liquidated damages for delay in completion of works asdefined in clause 15.0 of this section.16.3 The termination of the contract under this clause shall not entitle the contractorto reduce the value of the performance bank guarantee nor the time thereof.311410168 IV (A) - 19 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIThe performance guarantee shall be valid for the full value and for the full periodof the contract including guarantee period.16.4 The bidding documents shall clearly state that, if the contractor fails to completethe work and the order is cancelled, the amount due to him on account of workexecuted by him, if payable, shall be paid to him only after due recoveries asper the provisions of the contract and that too after alternative arrangements tocomplete the work has been made.17.0 FORCE MAJEURE17.1 Force majeure is herein defined as any cause which is beyond the control of thecontractor or the owner as the case may be which they could not foresee or witha reasonable amount of diligence could not have foreseen and whichsubstantially affect the performance of the contract, such as:(a) natural phenomena, including but not limited to floods, draughts,earthquakes and epidemics:(b) acts of any government, including but not limited to war, declared orundeclared, priorities, quarantines, embargoes,Provided either party shall within fifteen (15) days from the occurrence of such acause notify the other in writing of such causes.17.2 The bidding documents shall clearly state that :(a) The successful bidder shall advise, in the event of his having resort to this clauseby a registered letter duly certified by the local chamber of commerce or statutoryauthorities, the beginning and end of the clause of delay, within fifteen days ofthe occurrence and cessation of such Force Majeure condition . In the event ofdelay lasting over two months, if arising out of Force Majeure, the contract maybe terminated at the discretion of the company.(b) For delays arising out of Force Majeure, the bidder shall not claim extension incompletion date for a period exceeding the period of delay attributable to thecauses of Force Majeure and neither company nor the bidder shall be liable topay extra costs (like increase in rates, remobilisation advance, idle charges for311410168 IV (A) - 20 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIlabour and machinery etc.) Provided it is mutually established that the ForceMajeure conditions did actually exist.(c) If any of the Force Majeure conditions exists in the place of operation of thebidder even at the time of submission of bid he shall categorically specify them inhis bid and state whether they have been taken into consideration in theirquotations.17.3 The contractor or the owner shall not be liable for delays in performing hisobligations resulting from any force majeure cause as referred to and/or definedabove. The date of completion shall, subject to hereinafter provided, beextended by a reasonable time even though such cause may occur aftercontractor's performance of his obligations has been delayed for other causes.18.0 DELAYS BY OWNER OR HIS AUTHORISED AGENT18.1 In case the contractor's performance is delayed due to any act of omission onthe part of the owner or his authorised agents, then the contractor shall be givendue extension of time for the completion of the works, to the extent suchomission on the part of the owner has caused delay in the contractor'sperformance of his work. Regarding reasonableness or otherwise of theextension of time, the decision of the engineer shall be final.18.2 In addition, the contractor shall be entitled to claim demonstrable andreasonable compensation if such delays have resulted in any increase in thecost of work. The owner shall examine the justification for such a request forclaim, and if satisfied, the extent of compensation shall be mutually agreeddepending upon the circumstances at the time of such an occurrence.18.3 Any delay in fnialisation of mutual agreement in regard to any of the contractor'sclaim/ compensation against any act of omission on the part of the owners or hisauthorised agents should not result in any work stoppage/ further delay on thepart of the contractor.311410168 IV (A) - 21 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI19.0 EXTENSION OF DATE OF COMPLETION19.1 On happening of any events causing delay as stated hereinafter, the contractorshall intimate immediately in writing the Engineer-in-charge :a. due to any reasons defined as Force Majeure.b. non-availability of stores which are the responsibility of the owner to supplyc. non-availability or breakdown of tools and plant to be made available ormade available by the ownerd. delay on the part of the contractors or tradesmen engaged by the owner notforming part of the contract, holding up further progress of the worke. non-availability of working drawings/work programme in time, which are to bemade available by the company during progress of the workf. any other causes which, at the sole discretion of the company is beyond thecontrol of the contractor.19.2 A "Hindrance Register" shall be maintained by both the Company and theContractor at site to record the various hindrances, as mentioned above,encountered during the course of execution.19.3 The contractor may request the company in writing for extension of time within14 days of happening of such event causing delay stating also, if practicable,the period for which extension is desired. The company may, considering theeligibility of the request, give a fair and reasonable extension of time forcompletion of the work. Such extension shall be communicated to the contractorin writing by the company through the Engineer-in-charge within 1 month of thedate of receipt of such request. The contractor shall however use his best effortsto prevent or make good the delay by putting his endeavors constantly as maybe reasonably required of him to the satisfaction of the Engineer-in-charge.19.4 Provisional extension of time may also be granted by the Engineer -In-chargeduring the course of execution, on written request for extension of time within 15(fifteen) days of happening of such events as stated above, reserving thecompany's right to impose/ waive liquidated damages at the time of grantingfinal extension of time as per contract agreement.311410168 IV (A) - 22 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI19.5 When the period fixed for the completion of the contract is about to expire, thequestion of extension of the contract may be considered at the instance of theContractor or the Company or the both. The extension shall have to be byparty's agreement, expressed or implied.19.6 In case the Contractor does not apply for grant of extension of time within 15(fifteen) days of hindrance occurring in execution of the work and the Companywants to continue with the work beyond the stipulated date of completion forreason of the work having been hindered, the Engineer-in-charge at his solediscretion can grant provisional extension of time even in the absence ofapplication from the Contractor. Such extension of time granted by theEngineer-in-charge is valid provided the Contractor accepts the same eitherexpressly or implied by his actions before and subsequent to the date ofcompletion. Such extension of time shall be without prejudice to Company'sright to levy compensation under the relevant clause of contract.20.0 TERMINATION, SUSPENSION, CANCELLATION &FORECLOSURE OF CONTRACT20.1 The owner shall, in addition to other remedial steps to be taken as provided inthe conditions of contract, be entitled to cancel the contract in full or in part, ifthe contractor:a. makes default in proceeding with the works with due diligence and continuesto do so even after a notice in writing from the Engineer-in-charge, then onthe expiry of the period as specified in the noticeorb. commits default/breach in complying with any of the terms and conditions ofthe contract and does not remedy it or fails to take effective steps for theremedy to the satisfaction of the Engineer-in-charge, then on the expiry ofthe period as may be specified by the Engineer-in-charge in a notice inwritingor311410168 IV (A) - 23 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIc. fails to complete the work or items of work with individual dates ofcompletion, on or before the date/dates of completion or as extended by thecompany, then on the expiry of the period as may be specified by theEngineer-in-charge in a notice in writing311410168 IV (A) - 24 Signature of tendererwith Seal & Dateord. shall offer or give or agree to give any person in the service of the companyor to any other person on his behalf any gift or consideration of any kind asan inducement or reward for act/acts of favour in relation to the obtaining orexecution of this or any other contract for the company.ore. Shall try to obtain a contract with the company by way of of ring tendering orother non-bonafide method of competitive tendering.orf. transfers, sublets, assigns the entire work or any portion there of without theprior approval in writing from the Engineer-in-charge. The Engineer-inchargemay by giving a written notice, cancel the whole contract or portion ofit in default.The owner shall in such an event give fifteen (15) days notice in writing to thecontractor of his decision to do so.20.2 The contractor upon receipt of such notice shall discontinue the work on thedate and to the extent specified in the notice, make all reasonable efforts toobtain cancellation of all orders and contracts to the extent they are related tothe work terminated and terms satisfactory to the owner, stop all further subcontractingor purchasing activity related to the work terminated, and assist theowner in maintenance, protection, and disposition of the works acquired underthe contract by the owner..20.3 The contract shall stand terminated under the following circumstances unlessthe owner is satisfied that the legal representatives of the individual contractoror of the proprietor of the proprietary concern and in the case of partnership thesurviving partners, are capable of carrying out and completing the contract andthe owner shall in any way not be liable to payment of any compensation to the

General Terms and Conditions of ContractCMPDIestate of deceased contractor and/or to the surviving partners of the contractor'sfirm on account of the termination of the contract.:a. If the contractor being an individual in the case of proprietary concern or inthe case of a partnership firm any of its partners is declared insolvent underthe provisions of insolvency act for the time being in force, or makes anyconveyance or assignment of his effects or composition or arrangement forthe benefit of his creditors amounting to proceedings for liquidation orcomposition under any insolvency act.b. In the case of the contractor being a company, its affairs are underliquidation either by a resolution passed by the company or by an order ofcourt, not being a voluntary liquidation proceedings for the purpose ofamalgamation or reorganisation, or a receiver or manager is appointed bythe court on the application by the debenture holders of the company, if any.c. If the contractor shall suffer an execution being levied on his/their goods,estates and allow it to be continued for a period of 21 days.d. On the death of the contractor being a proprietary concern or of any of thepartners in the case of a partnership concern and the company is notsatisfied that the legal representative of the deceased proprietor or the othersurviving partners of the partnership concern are capable of carrying out andcompleting the contract. The decision of the company in this respect shall befinal and binding which is to be intimated in writing to the legal representativeor to the partnership concern.20.4 If the contractor is an individual or a proprietary concern and the individual orthe proprietor dies and if the contractor is a partnership concern and one of thepartners dies, then unless the owner is satisfied that the legal representatives ofthe individual contractor or of the proprietor of the proprietary concern and in thecase of partnership the surviving partners, are capable of carrying out andcompleting the contract the owner shall be entitled to cancel the contract as toits incomplete part without being in any way liable to payment of anycompensation to the estate of deceased contractor and/or to the survivingpartners of the contractor's firm on account of the cancellation of the contract.311410168 IV (A) - 25 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIThe decision of the owner that the legal representatives of the deceasedcontractor or surviving partners of the contractor's firm cannot carry out andcomplete the contract shall be final and binding on the parties. In the event ofsuch cancellation the owner shall not hold the estate of the deceased contractorand/or the surviving partners of the estate of the deceased contractor and/or thesurviving partners of the contractor's firm liable to damages for not completingthe contract.20.5 On cancellation of the contract or on termination of the contract, the Engineerin-chargeshall have powers :a. to take possession of the site and any materials, constructional plant,implements, stores, etc. thereon.b. to carry out the incomplete work by any means at the risk of the contractorc. to determine the amount to be recovered from the contractor for completingthe remaining work or in the event the remaining work is not to be completedthe loss/damage suffered, if any, by the company after giving credit for thevalue of the work executed by the contractor upto the time oftermination/cancellation less on a/c payments made till date and value ofcontractor's materials, plant, equipment, etc., taken possession of aftertermination/cancellation.d. to recover the amount determined as above, if any, from any moneys due tothe contractor or any account or under any other contract and in the event ofany shortfall, the contractor shall be called upon to pay the same ondemand.The need for determination of the amount of recovery of any extracost/expenditure or of any loss/damage suffered by the company shall nothowever arise in the case of termination of the contract for death/demise of thecontractor as stated in 20.4(d).20.6 Suspension of work - The company shall have power to suspend the progressof the work or any part thereof and the Engineer-in-charge may direct thecontractor in writing to suspend the work, for such period and in such manner asmay be specified therein, on account of any default on the part of the contractor,311410168 IV (A) - 26 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIor for proper execution of the work for reasons other than any default on the partof the contractor, or on ground of safety of the work or part thereof. In the eventof suspension for reason other than any default on the part of the contractor,extension of time shall be allowed by the company equal to the period of suchsuspension. Any necessary and demonstrable costs incurred by the contractoras a result of such suspension of the works shall be paid by the owner, providedsuch costs are substantiated to the satisfaction of the engineer. The owner shallnot be responsible for any liabilities if suspension or delay is due to somedefault on the part of the contractor or his sub-contractor.The work shall, throughout the stipulated period of the contract, be carried outwith all due diligence on the part of the contractor. In the event oftermination/suspension of the contract, on account of default on the part of thecontractor, as narrated hereinbefore, the security deposit and other dues of thiswork or any other work done under this company shall be forfeited and broughtunder the absolute disposal of the company provided, that the amount soforfeited shall not exceed 10% of the contract value.20.7 Foreclosure of contract in full or in part - If at any time after acceptance of thetender, the company decides to abandon or reduce the scope of the work forany reason whatsoever the company, through its Engineer-in-charge, shall givenotice in writing to that effect to the contractor. In the event ofabandonment/reduction in the scope of work, the company shall be liablea. to pay the contractor at the contract rates full amount for works executed andmeasured at site upto the date of such abandonment/reduction in the work.b. to pay reasonable amount assessed and certified by the Engineer-in-chargeof the expenditure incurred, if any, by the contractor on preliminary works atsite. e.g. temporary access roads, temporary construction for labour andstaff quarters, office accommodation, storage of materials, water storagetanks and supply for the work including supply to labour/staff quarters, office,etc.c. to pay for the materials brought to site or to be delivered at site, which thecontractor is legally liable to pay, for the purpose of consumption in workscarried out or were to be carried out but for the foreclosure, including the311410168 IV (A) - 27 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIcost of purchase and transportation and cost of delivery of such materials.The materials to be taken over by the company should be in good conditionand the company may allow at its discretion the contractor to retain thematerials in full or part if so desired by him and to be transported by thecontractor from site to his place.d. to take back the materials issued by the company but remaining unused, ifany, in the work on the date of abandonment/reduction in the work, at theoriginal issued price less allowance for any deterioration or damage causedwhile in custody of the contractore. to pay for the transportation of tools and plants of the contractor from site tocontractor's place or to any other destination, whichever is less.The contractor shall, if required by the Engineer-in-charge, furnish to him booksof accounts, papers, relevant documents as may be necessary to enable theEngineer-in-charge to assess the amount payable in terms of para 20.8 (b), (c)and (e) above, the contractor shall not have any claim for compensationwhatsoever either for abandonment or for reduction in the scope of work, otherthan those as specified above.21.0 NO WAIVER OF RIGHTSNeither the inspection by the owner or the engineer or any of their officials,employees or agents nor any order by the owner or the engineer for payment ofmoney or any payment for or acceptance of, the whole or any part of the works bythe owner or the engineer, nor any extension of time, nor any possession taken bythe engineer shall operate as a waiver of any provision of the contract, or of anypower herein reserved to the owner, or any right to damages herein provided, norshall any waiver of any breach in the contract be held to be a waiver of any other orsubsequent breach.22.0 CERTIFICATE NOT TO AFFECT RIGHT OF OWNER ANDLIABILITY OF CONTRACTORNo interim payment certificate of the engineer, nor any sum paid on account,by the owner, nor any extension of time for execution of the works granted by the311410168 IV (A) - 28 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIengineer shall affect or prejudice the rights of the owner against the contractor orrelieve the contractor of his obligations for the due performance of the contract, or beinterpreted as approval of the works done or of the equipment furnished and nocertificate shall create liability for the owner to pay for alterations, amendments,variations or additional works not ordered, in writing, by the engineer or discharge theliability of the contractor for the payment of damages whether due, ascertained, orcertified or not, or any sum against the payment of which he is bound to indemnifythe owner, nor shall any such certificate nor the acceptance by him of any sum paidon account or otherwise affect of prejudice the rights of the contractor against theowner.23.0 GRAFTS AND COMMISSIONS ETC.Any graft, commission, gift or advantage given, promised or offered by or onbehalf of the contractor or his partner, agent, officers, director, employee or servantor any one of his or their behalf in relation to the obtaining or to the execution of thisor any other contract with the owner, shall, in addition to any criminal liability which itmay incur, subject the contractor to the cancellation of this and all other contracts andalso to payment of any loss or damage to the owner resulting from any cancellation.The owner shall then be entitled to deduct the amount so payable from any moneysotherwise due to the contractor under the contract.24.0 LANGUAGE AND MEASURESAll documents pertaining to the contract including specifications, schedulesnotices, correspondence, operating and maintenance instructions, drawings or anyother writing shall be written in English language. The metric system of measurementshall be used exclusively in the contract.25.0 RELEASE OF INFORMATIONThe contractor shall not communicate or use in advertising, publicity, salesreleases or in any other medium photographs or other reproduction of the worksunder this contract, or descriptions of the site, dimensions, quantity, quality or other311410168 IV (A) - 29 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIinformation, concerning the works unless prior written permission has been obtainedfrom the owner.26.0 CONSTRUCTION OF THE CONTRACT26.1 Notwithstanding anything stated elsewhere in the bid documents, the contractto be entered into shall be treated as a indivisible supply and erection contract.The supply portion of the contract shall relate to the supply of equipment andmaterials and the erection portion shall relate to the handling at the site,storage, erection, construction, testing, commissioning etc. as defined in thebid documents. The contractor shall pay the sales tax for the supply ofequipment and materials in accordance with law and the same shall bereimbursed by the owner as a part of the total contract price on actual. Thesales tax should be included in the total bid price in the proposal and shouldalso be indicated separately.26.2 The contract shall in all respects be construed and governed accordingly toIndian Laws.26.3 It is clearly understood that the total consideration for the contract (s) has beenbroken up into various components only for the convenience of payment ofadvance under the contract(s) and for the measurement of deviations ormodifications under the contract (s).27.0 COMPLETION OF CONTRACTUnless otherwise terminated under the provisions of any other relevant clause,this contract shall be deemed to have been completed at the expiration of theguarantee period as provided for under the clause entitled 'Guarantee' in this section.28.0 ENFORCEMENT OF TERMSThe failure of either party to enforce at any time of the provisions of thiscontract or any rights in respect thereto or to exercise any option herein provided,shall in no way be construed to be a waiver of such provisions, rights or options or inany way to affect the validity of the contract. The exercise by either party of any of its311410168 IV (A) - 30 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIrights herein shall not preclude or prejudice either party from exercising the same orany other right it may have hereunder.29.0 ENGINEER'S DECISION29.1 In respect of all matters which are left to the decision of the engineer includingthe granting or with holding of the certificates, the engineer shall, if required todo so by the contractor give in writing a decision thereon.29.2 If in the opinion of the contractor, a decision made by the engineer is not inaccordance with the meaning and intent of the contract, the contractor may filewith the engineer within fifteen (15) days after receipt of the decision, a writtenobjection to the decision. Failure to file an objection within the allotted timeshall be considered as acceptance of the engineer's decision and the decisionshall become final and binding.29.3 The engineer's decision and the filling of the written objection thereto shall bea condition precedent to the right to any legal proceedings. It is the intent ofthe agreement that there shall be no delay in the execution of the works andthe decision of the engineer as rendered shall be promptly observed.30.0 CO-OPERATION WITH OTHER CONTRACTORS ANDCONSULTING ENGINEERSThe contractor shall agree to co-operate with the owner's other contractorsand consulting engineers and freely exchange with them such technical informationas is necessary to obtain the most efficient and economical design and to avoidunnecessary duplication of efforts. The engineer shall be provided with three copiesof all correspondence addressed by the contractor to other sub-contractors andconsulting engineers in respect of such exchange of technical information.31.0 TRAINING OF OWNER'S PERSONNEL31.1 The contractor shall undertake to train free of cost, engineering personnelselected and sent by the owner at the works of the contractor unless otherwisespecified in the technical specifications. The period and the nature of trainingfor the individual personnel shall be agreed upon mutually between the311410168 IV (A) - 31 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIcontractor and the owner. These engineering personnel shall be given specialtraining in the shops, where the equipment shall be manufactured and/or theircollaborator's works and where possible, in any other plant where equipmentmanufactured by the contractor or his collaborator is under installation or test,to enable those personnel to become familiar with the equipment beingfurnished by the contractor.31.2 All traveling and living expenses for the engineering personnel to be trainedduring the total period of training shall be borne by the owner. Theseengineering personnel while undergoing training shall be responsible to thecontractor for discipline.31.3 In the event of the owner, for any reason, failing to avail of the trainingfacilities, he shall not be entitled for any rebate whatsoever on this account.32.0 POWER TO VARY OR OMIT WORK32.1 No alterations, amendments, omissions, suspensions or variations of theworks (hereinafter referred to as 'Variation') under the contract as detailed inthe contract documents, shall be made by the contractor except as directed inwriting by the engineer, but the engineer shall have full power subject to theprovision hereinafter contained from time to time during the execution of thecontract, by notice in writing, to instruct the contractor to make such variationwithout prejudice to the contract. The contractor shall carry out such variationand be bound by the same conditions as far as applicable as though the saidvariation occurred in the contract documents. If any suggested variation would,in the opinion of the contractor, if carried out, prevent him from fulfilling any ofhis obligations or guarantees under the contract, he shall notify the engineerthere of in writing and the engineer shall decide forthwith, whether or not thesame shall be carried out and if the engineer confirm his instructions,contractor's obligations and guarantees shall be modified to such an extent asmay be mutually agreed. Any agreed difference in cost occasioned by anysuch variation shall be added to or deducted from the contract price as thecase may be.311410168 IV (A) - 32 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI32.2 In the event of the engineer requiring any variation, such reasonable andproper notice shall be given to the contractor to enable him to work hisarrangements accordingly, and in cases where goods or materials are alreadyprepared or any design, drawings of pattern made or work done requires to bealtered, a reasonable and agreed sum in respect there of shall be paid to thecontractor.32.3 In any case in which the contractor has received instructions from the engineeras to the requirement of carrying out the altered or additional substituted workwhich either then or later on, shall in the opinion of the contractor, involve aclaim for additional payments, the contractor shall immediately and in no caselater than thirty (30) days, after receipt of the instructions aforesaid and beforecarrying out the instructions, advise the engineer to that effect. But theengineer shall not become liable for the payment of any charges in respect ofany such variations, unless the instructions for the performance of the sameshall be confirmed in writing by the engineer.32.4 If any variation in the works, results in reduction of contract price, the partiesshall, agree, in writing, so to the extent of any change in the price, before incontractor proceeds with the change.32.5 In all the above cases, in the event of a disagreement as to thereasonableness of the said sum, the decision of the engineer shall prevail.32.6 Notwithstanding anything stated above in this clause, the engineer shall havethe full power to instruct the contractor, in writing, during the execution of thecontract, to vary to quantities of the items or groups of items. The contractorshall carry out such variations and be bound by the same conditions, asthough the said variations occurred in the contract documents. However, thecontract price shall be adjusted at the rates and the prices provided for theoriginal quantities in the contract.33.0 GUARANTEE33.1 The contractor shall warrant that the equipment shall be new and inaccordance with the contract documents and be free from defects in material311410168 IV (A) - 33 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIand workmanship for a period of twelve (12) calendar months commencingimmediately upon the satisfactory completion of the trial operations. Thecontractor's liability shall be limited to the replacement (free of cost) of anydefective parts in the equipment of his own manufacture or those procuredfrom other Manufacturer / Authorized supplier, under normal use and arisingsolely form faulty design, materials, and/or workmanship provided. Thereplacement of any defective part in the equipment shall be done by procuringit from OEM /authorized supplier. Such replaced defective parts shall bereturned to the contractor unless otherwise arranged. No repairs orreplacements shall normally be carried out by the engineer when the plant isunder the supervision of the contractor's supervisory engineers.34.0 REPLACEMENT OF DEFECTIVE PARTS AND MATERIALS34.1 If during the progress of the works the engineer shall decide and inform inwriting to the contractor, that the contractor has manufactured any plant or partof the plant unsound or imperfect or has furnished any plant inferior than thequality specified, the contractor on receiving details of such defects ordeficiencies shall at his own expense within seven (7) days of his receiving thenotice, or otherwise, within such time as may be reasonably necessary formaking it good, proceed to alter, re-construct or remove such work and furnishfresh equipment upto the standards of the specifications. In case the contractorfails to do so, the engineer may on giving the contractor seven (7) days' noticein writing of his intentions to do so, proceed to remove the portion of the worksso complained of and, at the cost of the contractor, perform all such work orfurnish all such equipment provided that nothing in this clause shall be deemedto deprive the owner of or affect any rights under the contract which the ownermay otherwise have in respect of such defects and deficiencies.34.2 The contractor's full and extreme liability under this clause shall be satisfied bythe payments to the owner of the extra cost, of such replacement procured,including erection, as provided for in the contract, such extra cost being theascertained difference between the price paid by the owner for suchreplacements and the contract price portion for such defective plant andrepayments of any sum paid by the owner to the contractor in respect of such311410168 IV (A) - 34 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIdefective plant. Should the owner not so replace the defective plant, thecontractor's extreme liability under this clause shall be limited to repayment of allsums paid by the owner under the contract for such defective plant.35.0 DEFENCE OF SUITSIf any action in court is brought against the owner or engineer or an officer oragent of the owner. for the failure or neglect on the part of the contractor to performany acts, matters, covenants or things under the contract, or for damage or injurycaused by the alleged omission or negligence on the part of the contractor, hisagents, representatives or his sub-contractors, workmen, suppliers or employees, thecontractor shall in all such cases indemnify and keep the owner, and the engineerand/or his representative, harmless from all losses, damages, expenses or decreesarising of such action.36.0 LIMITATIONS OF LIABILITIESThe final payment by the owner in pursuance of the contract shall mean, therelease of the contractor from all his liabilities under the contract. Such final paymentshall be made only at the end of the guarantee period as detailed in clause 33.0above and till such time as the contractual liabilities and responsibilities of thecontractor, shall prevail. All other payments made under the contract shall be treatedas on account payments.37.0 MARGINAL NOTESThe marginal notes to any clause of the contract shall not affect or control theconstruction of such clause.38.0 TAXES, PERMITS & LICENCESThe contractor shall be liable and pay all- Indian taxes, duties, levies, lawfullyassessed against the owner or the contractor in pursuance of the contract. In additionthe contractor shall be responsible for payment of all Indian duties, levies and taxeslawfully assessed against the contractor for his personal income and property only.311410168 IV (A) - 35 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIThis clause shall be read in conjunction with clause 12.3 of section Instruction toBidders.39.0 PROGRESS REPORTS AND PHOTOGRAPHSDuring the various stages of the works in the pursuance of the contract, thecontractor shall at his own cost submit periodic progress reports as may bereasonably required by the engineer with such materials as charts, net-works,photographs, test certificates, etc. such progress report shall be in the form and sizeas may be required by the engineer and shall be submitted in at least three (3)copies.40.0 LONG TERM AVAILABILITY OF SPARES40.1 The contractor shall guarantee the long term availability of spares to the ownerfor the full life of the equipments covered under the contract. The contractorshall guarantee that before going out of production of spare parts of theequipment covered under the contract, he shall give the owner at least twelve(12) months advance notice so that the latter may order his bulk requirementof spares, if he so desires. The same provision shall also be applicable to subcontractor.Further, in case of discontinuance of manufacture of any spares bythe contractor or his sub-contractors the contractor shall provide the owner twoyears in advance, with full manufacturing drawings, material specifications andtechnical information required by the owner for the purpose of manufacture ofsuch items.40.2 Further, in case of discontinuance of supply of spares by the contractor or hissub-contractors the contractor shall provide the owner with full information forreplacement of such spares with other equivalent makes, if so required by theowner.40.3 The contractor shall provide the owner with a "directory" of his sub-contractorsgiving the addresses and other particulars of his sub-contractors. The owner, ifhe so desires, shall have the right to procure the spares directly from subcontractors.311410168 IV (A) - 36 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI40.4 Notwithstanding anything stated elsewhere in the bid documents, the prices ofall spares which may be procured to cover long term requirements beyond the2 years' maintenance and operational requirements shall be generally inaccordance with the mutually agreed prices.40.5 The contractor shall indicate in advance the delivery period of the items ofspares, which the owner may procure in accordance with the sub-clause 40.4.In case of emergency requirements of spares, the contractor would makeevery effort to expedite the manufacture and delivery of such spares on thebasis of mutually agreed time schedule.40.6 The procedure specified in clause 40.4 and 40.5 shall apply for futureprocurement of items included in stand by spare list, mandatory spares lists,optional spares list and special tools, plants and equipment list, if any,specified in the bid documents.40.7 The Contractor shall indemnify the owner for the availability of long timespares as per the terms and conditions laid down above in clause 40.1 toclause 40.6.41.0 PAYMENT41.1 The payment to the contractor for the performance of the works under thecontract shall be made by the owner as per the guidelines and conditionsspecified herein. All payment made during the contract shall be on accountpayments only. The final payment shall be made on completion of all theworks and on fulfillment by the contractor of all his liabilities under the contract.41.2. CURRENCY OF PAYMENT : All payments under the contract shall be in IndianNational Rupees (R) only.41.3 DUE DATES FOR PAYMENT : Owner shall make progressive payment as andwhen the payment is due as per the terms of payment set forth in theaccompanying technical specifications. Payment shall become due andpayable by the owner within thirty (30) days from the date of receipt ofcontractor's bill/invoice/debit note by the owner, provided the documentssubmitted are complete in all respects.311410168 IV (A) - 37 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI41.4 PAYMENT SCHEDULE : The contractor shall prepare and submit to the engineerfor approval, a break-up of the contract price. This contract price break-upshall be interlinked with the agreed detailed PERT network of the contractorsetting forth his starting and completion dates for the various key phases ofworks prepared as per condition of this section. Any payment under thecontract shall be made only after the contractor's price break-up is approvedby the engineer. The aggregate sum of the contractor's price break-up shall beequal to the lump sum contract price.41.5 Application for payments41.5.1 The contractor shall submit application for the payment in the prescribedproforma of the owner. Proforma for application for payment shall be furnishedat the time of signing of the contract.41.5.2 Each such application shall state the amount claimed and shall set forth indetail, in the order of the payment schedule, particulars of the works includingthe works executed at site and of the equipment shipped/ brought on to thesite pursuant to the contract upto the date mentioned in the application and forthe period covered since the last preceding certificate, if any.41.5.3 Every interim payment certificate shall certify the contract value of the worksexecuted upto the date mentioned in the application for the paymentcertificate, provided that no sum shall be included in any interim paymentcertificate in respect of the works that, according to the decision of theengineer, does not comply with the contract, or has been performed, at thedate of certificate prematurely.41.6 Mode of payment : The payments due on receipt of equipment and materials,and those for the inland transportation and the erection portion of the worksshall be made direct to the contractor by the owner.41.7 Terms of payments :41.7.1 The terms of payment for the price components of the equipment and itserection are detailed herein for each equipment package. A certain percentageof the equipment and erection costs, for each package shall be paid as initialadvance on fulfillment of the following, by the contractor:311410168 IV (A) - 38 Signature of tendererwith Seal & Date

General Terms and Conditions of Contracti) For the price component of equipment:CMPDIa) Issue of letter of acceptance of tenderb) Submission of an unconditional Bank Guarantee covering the advanceamount which shall be initially kept valid till expiry of the month after theschedule date for successful completion of trial operations. The proforma ofBank Guarantee for advance is enclosed in Section - VIII. The value of BankGuarantee (other security) for advance shall be allowed to be reduced everysix months after first running account bill/stage payment under the contract, ifthe value of such B.G (Security) is more than R five (5) lacs and validity ismore than one year. The cumulative amount of reduction at any point of timeshall not exceed 75% of the advance corresponding to cumulative value ofsupplies/work completed as per a certificate to be issued by the engineer-incharge.It should be clearly understood that the reduction in the value ofadvance bank guarantee or other security as above shall not in any way dilutethe contractor's responsibilities and liabilities under the contract including inrespect of supplies/work for which the reduction in the value of bank guarantee(or other security) is allowed.c) Submission of an unconditional bank guarantee towards contractperformance guarantee valid upto ninety (90) days after the end of theguarantee period, in accordance with Clause 3.0 and 33.0 .d) Submission of a detailed PERT network based on the work-schedulestipulated in the letter of award and its approval by owner.ii) For the erection price componenta) On establishment of his office at site preparatory to mobilization of hiserection establishment.b) Submission of an unconditional bank guarantee for an equivalent amount,which shall be initially kept valid till expiry of the month after the schedule datefor successful completion of trial operations. The proforma of bank guaranteefor advance is enclosed in section viii.c) Signing of contract agreement.311410168 IV (A) - 39 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDI41.7.2 All further payments under the contract shall be made as stipulated hereafterin clause 41.7.4 after signing the contract agreement. The payments linkedwith despatch of materials shall only be made after production of all despatchdocuments as specified in L/C conditions and/or in the relevant contractconditions which shall inter-alia include the material despatch clearancecertificate issued by the owner. In case of erection, progress payments shallonly be made after the issue certificates by the engineer's field qualitysurveillance representative for the successful completion of quality checkpoints involved in the quantum of work billed.41.7.3 Inland transportation and insurance:Inland transportation (including port handling) and inland insurance chargesshall be paid to the contractor on pro-rata to the value of the equipmentreceived at site and on production of the invoices by the contractor. However,wherever equipment wise inland transportation charges have been called forin the bid proposal sheets and have been furnished by the contractor, thepayment of inland transportation charges shall be made after receipt ofequipment at site based on the charges thus identified by the contractor in hisproposal and incorporated in the contract. The aggregate of all such pro-ratapayments shall however, not exceed the total amount quoted by the bidder inhis bid and incorporated in the contract.41.7.4 Progressive Payment :i) Payment for supply of indigenous equipment, erection andcommissioning, civil / structural works, etc.: 90% of the accepted contractvalue for the above works (after receipt of the material/equipment at site incase of supply) as appearing in the approved billing schedule, less 5%retention money towards Security Deposit (SD) as per Clause No.3.1.3 ofthis section; less 20% of Mobilization Advance paid shall be given asprogressive payment. The billing schedule to be indicated by the tendereralong with the tender which after mutual finalization shall form an integralpart of the contract.The mobilization advance shall be recovered from the second running onaccount bills onward.311410168 IV (A) - 40 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIii) Balance payment of 10% of the accepted contract value payable aftercompletion of performance guarantee tests and handing over the plant.Note : i. Liquidated damages shall be imposed if the Contractor fails to maintain therequired progress in terms of the agreed time and progress chart as per ClauseNo.15.0 of the General Terms and Condition of the Contract. The amount on accountof L.D shall be deducted from the running on account bill.ii. The 5% Retention money shall be refunded along with Bang Guarantee forContract Performance Guarantee (Cl. 3.0 of Section-IV(A)), i.e. 90 days after the endof the guarantee period and deduction of liability, if any.41.8 Paying AuthorityThe Paying Authority shall be:Chief General Manager, (Finance), CMPDI, Kanke Road, Ranchi – 834031All bills shall be addressed and submitted to the General Manager (CMP),Coal & Mineral Preparation Division, CMPDI (HQ), Kanke Road, Ranchi-834031 complete in all respect. Payment against the bill shall be releasedwithin 30 (thirty) days after the receipt and scrutiny of the bill.42.0 SPARES42.1 Recommended Spares (Indigenous & Imported) : The tenderer shall enclosea comprehensive list of recommended spares for all supplied equipment,special tools and tackle covering all mechanical, electrical andinstrumentation items for 2 years operation and maintenance of the plant43.0 CONSIGNEEConsignee shall mean the Project Officer, Madhuband Washery, BharatCoking Coal Limited, Dist : Dhanbad, Jharkhand44.0 SETTLEMENT OF DISPUTESIt is incumbent upon the contractor to avoid litigation and disputes during thecourse of execution. However, if such disputes take place between the contractorand the department, effort shall be made first to settle the disputes at the companylevel.311410168 IV (A) - 41 Signature of tendererwith Seal & Date

General Terms and Conditions of ContractCMPDIThe contractor should make request in writing to the Engineer-in-charge forsettlement of such disputes/ claims within 30 (thirty) days of arising of the cause ofdispute/ claim failing which no disputes/ claims of the contractor shall be entertainedby the company.If differences still persist, the settlement of the dispute with Govt. Agenciesshall be dealt with as per the Guidelines issued by the Ministry of Finance, Govt. ofIndia in this regard. In case of parties other than Govt. Agencies, the redressal of thedispute may be sought in the Court of Law.45.0 SALES TAX ON WORKS CONTRACTSAll taxes, levies, cess, royalties, whether local, municipal, provincial or centralpertaining to the contract are payable during the entire periods of contract, shall be tothe contractor/ contractors account and shall be deemed to have been included in thecontracted rate for the work to be executed by the contractor. The company shall notbe liable for any taxes or levies etc. whatsoever in connection with this contract.The company reserves the right to deduct/ withhold any amount towardstaxes, levies, etc. and to deal with such amount in terms of the provisions of theStatute or in terms of the direction of any statutory authority and the company shallonly provide with certificate towards such deductions and shall not be responsible forany reason whatsoever.46.0 PAYMENT OF WAGES TO THE CONTRACTOR WORKERSAny payment of wages to the worker engaged by contractor should be madeonly through bank.311410168 IV (A) - 42 Signature of tendererwith Seal & Date

SECTION – IV (B)Additional Terms & Conditions ofContract

Additional Terms and Conditions of ContractCMPDISECTION – IV (B)ADDITIONAL TERMS & CONDITIONS OF CONTRACTThe following additional terms & conditions are also acceptable to thecompany. The tenderers are requested not to quote any additional conditions in theirtender.1.0 MOBILISATION ADVANCEi) A maximum of 10% of the total contract value of work shall be paid asmobilisation advance subject to submission of Bank Guarantee for equal amount.ii) Mobilisation Advance against survey, soil investigation, design & engineeringshall be paid in two equal installments - one after signing of the agreement and thesecond after the system design drawings have been completed and detailed designwork is to be taken up by the contractor.iii) Mobilisation Advance against supply of equipments shall be released onlyafter the contractor has finalized their venders/suppliers for the specific equipmentand the amount of advance shall be proportionate to the value of equipment for whichvenders/suppliers have been finalized vis-à-vis the total value of equipments offeredin the contract limited to 10% of the contract value.iv) Mobilisation Advance against works contract for site activities shall be paid intwo equal installments. First installment shall be paid after the contractor has openedtheir site office and having finalised their subcontractors. The second installment shallbe paid for taking procurement action of construction materials like reinforcing steeland structural steel by the contractor.v) The mobilisation advance shall be recovered from the bills of the contractorfrom the second running on account bills onward @ 20% of the advance amountpaid.vi) The value of Bank Guarantee may be reduced to the extent such advance isrecovered by the company subject to the conditions that the value of Bank Guarantee311410168 IV (B) - 1 Signature of tendererwith Seal & Date

Additional Terms and Conditions of ContractCMPDIamount at any time is more than the recoverable outstanding advance. BankGuarantee shall be irrevocable and from a Nationalised Bank /Scheduled Bank.vii) Interest on mobilisation advance shall be charged as per the rate of CIL’sborrowing rate under cash credit arrangement as varying from time to time.2.0 PRICE VARIATION CLAUSE2.1 The contract price shall remain firm without any price variation due toescalation for the portions of survey, geo-engineering investigations, design andengineering and supply of equipments, plant and machineries as envisaged in thescope of work and the price agreed thereon as per the contract except the statutoryincrease/decrease in taxes and duties such as excise duty, sales tax, import duty etc.2.1.1 If the contract is to be extended beyond the stipulated period for completion ofthe work due to fault on the part of the contractor escalation on prices should not beallowed further if not provided otherwise in the accepted contract.2.2 For the portions of civil and structural works and erection and commissioningworks of the plant & machineries, the price variation due to escalation shall beallowed to the extent as detailed hereinafter2.2.1 If the prices of materials (not being materials supplied at fixed issue rates bythe company) and wages of labour, required for execution of the work, increase, thecontractor shall be compensated for such increase as per provisions detailed below :a) The amount of the contract shall accordingly be varied, subject to thecondition that such compensation for variation in prices shall be available onlyfor the work done during the stipulated period of the contract as per the workprogramme agreed including such period for which the contract is validlyextended under the provisions of the contract without any penal action.b) The base date for working out such price variation shall be the date setfor opening of the bids or the revised price bid whichever is later.c) The compensation of Price variation shall be worked out at quarterlyintervals and shall be with respect to the cost of work done during the previous311410168 IV (B) - 2 Signature of tendererwith Seal & Date

Additional Terms and Conditions of ContractCMPDIthree months. The first such payment shall be made at the end of threemonths after the month (Excluding) in which the tender was accepted andthereafter at three months' interval.2.2.1.1 Price variation for labour.The amount paid to the contractor for the work done shall be adjusted forincrease or decrease in the cost of labour and the cost shall be calculated quarterly inaccordance with the following formula:A L − L0VL = W × ×100 L0Where :V L = Variation in labour cost i.e. increase or decrease in the amount inrupees to be paid or recovered.W = Value of work done during the period under reckoning to which the pricevariation relates as indicated in clause no. 2.3 of the 'ADDITIONAL TERMS &CONDITIONS OF CONTRACT’.A = Component of labour expressed as percentage of the total value ofwork adopted from Table-1Lo = Minimum wages for unskilled workers payable as per the MinimumWages Act / Rules of the State or Central Government, whichever is more,applicable to the place of work as on the date set for opening of the bids or therevised price bid whichever is later.L = Revised minimum wages of unskilled workers corresponding to Lo duringthe period to which the escalation relates.2.2.1.2 Price Variation on Materials :The amount to be paid to the contractor for the work done shall be adjustedfor increase or decrease in the cost of materials and the cost shall be calculatedquarterly in accordance with the following formula:311410168 IV (B) - 3 Signature of tendererwith Seal & Date

Additional Terms and Conditions of ContractCMPDIB M − M 0Vm = W × ×100 M 0Where :Vm = Variation in material cost i.e. increase or decrease in the amount inrupees to be paid or recovered.W = Value of work done during the period under reckoning to which the pricevariation relates as indicated in clause no. 2.3 of the ' ADDITIONAL TERMS &CONDITIONS OF CONTRACT'.B = Component of material expressed as percentage of the total value of workadopted from Table-1M = Average All India Wholesale Price Index for all commodities for theperiod to which price variation relates as published by the RBI Bulletin,Ministry of Industry & Commerce, Govt. of India.Mo = All India Wholesale Price Index for all commodities as published by theRBI Bulletin, Ministry of Industry & Commerce, Govt. Of India, relating to thedate set for opening of the bids or the revised price bid whichever is later.2.2.1.3 Price variation on POL.The amount to be paid to the contractor for the work done shall be adjustedfor increase or decrease in the cost of POL and the cost shall be calculated quarterlyin accordance with the following formula:VfC F − F0= W × ×100 F0Where :Vf = Variation in the cost of fuel, oil & lubricants increase or decrease in theamount in rupees to be paid or recovered.311410168 IV (B) - 4 Signature of tendererwith Seal & Date

Additional Terms and Conditions of ContractCMPDIW = Value of work done during the period under reckoning to which the pricevariation relates as indicated in clause no. 2.3 of the ‘ADDITIONAL TERMS &CONDITIONS OF CONTRACT'.C = Component of POL expressed as percentage of total value of workadopted from Table-1F = Average Index Number for Wholesale Price for the group of fuel, power,light and lubricants as published by Economic Advisor, Ministry if Industry,Govt. Of India for the period to which escalation/de-escalation relates.F0 = Index Number for Wholesale price for the group of “ Fuel, power, lightand lubricants’ as published by the Economic advisor, ministry if Industry,govt. of India prevalent on the date set for opening of the bids or the revisedprice bid whichever is later.2.3 While calculating the value of ‘W’ the following may be noted :The cost on which the escalation/price variation shall be payable shall bereckoned as 85% of the cost of work as per the bills to which escalation relates, andfrom this amount the value of materials supplied or services rendered at theprescribed charges under the relevant provisions of the contract, and proposed torecovered in the particular bill, shall be deducted before the amount of compensationfor escalation/price variation is worked out. Further the cost shall not include anywork for which payment is made at prevailing market rates.2.4 In the event the price of materials and/ or wages of labour required forexecution of the work decreases, there shall be downward adjustment of the311410168 IV (B) - 5 Signature of tendererwith Seal & Dateworkso that such price of materials and/or wages of labour shall be deductible from thecost of work under this contract and in this regard the formulae hereinbefore statedunder this clause shall mutatis /mutandis apply.The price variation clause as stated above shall be applied for extended timeframe of a contract by following the principles as underi) Normally, if and when it is understood that a contract is not going to becompleted within the scheduled time period, the contract is kept operative by

Additional Terms and Conditions of ContractCMPDIextending the time of completion provisionally. During this provisional extendedperiod the operation of the Price Variation Clause shall remain suspended.ii) If and when it is decided at the end of the successful completion of the workthat the delay was due to causes not attributable to the contractor, then the PriceVariation Clause shall be revived and applied as if the scheduled date of completionhas been shifted to the approved extended date.iii) If it is decided at the end of successful completion of the work that the delaywas due to the fault of the contractor then the Price Variation Clause shall not berevived and no payment shall be made to the contractor on this account. Additionallythe Clause related to Compensation for delay shall be applied.iv) In some cases the total delay may be partially due to causes not attributable tothe contractor and partially due to his fault. It may be difficult to exactly quantify thetotal delay proportionately in such cases. The Price Variation Clause under suchcondition shall be made operative for the entire extended time period by freezing therelevant indices on the date of the scheduled date of completion as originally fixed inthe contract/ agreement. At the same time the Clause related to the compensation fordelay shall also be applied.2.5 Ceiling on price variation due to escalationThere shall be a ceiling on price variation due to escalation covered underclauses mentioned hereinbefore on the whole contract, limited to 10% of the 'contractprice' only.2.6 Variation in the taxes, duties, levies etc.Other statutory variation due to increase in taxes, duties, levies etc. by Govt. (Centralor State or Local) as of thirty (30) days prior to the date of opening of the bid or therevised price bid, whichever is later, with the taxes, duties, levies etc. during themanufacture/works/supply, as the case may be, shall be borne by the owner.Similarly decrease in taxes, duties, levies etc. shall be returned/deducted to/by theowner.311410168 IV (B) - 6 Signature of tendererwith Seal & Date

Additional Terms and Conditions of ContractTable - 1CMPDIValue of A , B & C in the Price variation formula in the 'Additional Terms andConditions of ContractSl.No.ParticularsA(Labourcomponent)B(Materialcomponent )C(POLcomponent )1. For Building works 25 75 NIL2. For Road works 15 80 053 For external sewerage,external water supplyand externalelectrification10 90 NILRemarks4 For external watersupply, externalsanitary and externalelectrification (Throughlabour rate contract)5 For steel structuralworks6 For steel structuralworks with Departmentfree supply of rolledsteel sections (Throughlabour rate contract)7 For Coal HandlingPlant Civil works8 For underground civilworks such as InclineDrivage Shaft Sinkingetc.9 For Erection andCommissioning of P&M75 25 NIL15 85 NIL75 25 NIL25 75 NIL35 65 NIL65 35 NIL311410168 IV (B) - 7 Signature of tendererwith Seal & Date

SECTION – IV (C)General Technical Conditions

General Technical ConditionsCMPDI1.0 GENERALSECTION – IV (C)GENERAL TECHNICAL CONDITIONSThis part covers technical conditions pursuant to the contract and shall forman integral part of the contract. The following provisions shall supplement all thedetailed technical specifications and requirements brought out in the accompanyingtechnical specifications. The contractor's proposal shall be based on the use ofequipment and materials complying fully with the requirements, specified herein. It isrecognized that the contractor may have standardized on the use of certaincomponents, materials, processes or procedures different that those specified herein.2.0 LIMIT OF CONTRACTEquipment furnished shall be complete in every respect with all mountings,fittings, fixtures and standard accessories normally provided with such equipmentand/or needed for erection, completion and safe operation of the equipment asrequired by applicable codes though they may not have been specifically detailed inthe technical specifications unless included in the list of exclusions. All similarstandard components/parts of similar standard equipment provided, shall be interchangeablewith one another.3.0 EQUIPMENT PERFORMANCE GUARANTEE3.1 The performance tests of the equipment under the scope of the contract aredetailed in the technical specifications. These guarantees shall supplement thegeneral performance guarantee provisions covered under general terms &conditions of contract in clause entitled "Guarantee".3.2 Liquidated damages for not meeting performance guarantee during theperformance and guarantee tests shall be assessed and recovered from thecontractor, as detailed in the technical specifications. Such liquidateddamages shall be without any limitation whatsoever and shall be in addition todamages, if any payable under any other clauses of conditions of contract.311410168 IV (C) - 1 Signature of tendererwith Seal & Date

General Technical Conditions4.0 ENGINEERING DATACMPDI4.1 The furnishing of engineering data by the contractor shall be in accordancewith the schedule for each set of equipment as specified in the technicalspecifications. The review of these data by the engineer shall cover onlygeneral conformance of the data to the specifications and documents,interfaces with the equipment provided under the specifications, externalconnections and of the dimensions which might affect plant layout. This reviewby the engineer may not indicate a thorough review of all dimensions,quantities and details of the equipment, materials, any devices or itemsindicated or the accuracy of the information submitted. This review and/orapproval by the engineer shall not be construed by the contractor, as limitingany of his responsibilities and liabilities for mistakes and deviations from therequirements, specified under these specifications and documents.4.2 All engineering data submitted by the contractor after final process includingreview and approval by the engineer shall form part of the contract documentsand the entire works covered under these specifications shall be performed instrict conformity, unless otherwise expressly requested by the engineer inwriting.5.0 DRAWING5.1 All drawings submitted by the contractor, if any, including those submitted atthe time of bid shall be sufficiently detailed to indicate the type, size,arrangement, weight of each component, break-up for packing and shipment,the external-connections, fixing arrangements required, the dimensionsrequired for installation and inter-connections with other equipment andmaterials, clearances and spaces required between various portions ofequipment and any other information specifically requested in thespecifications.5.2 Each drawing submitted by the contractor shall be clearly marked with thename of the owner, the unit designation, the specifications title, thespecification number and the name of the project. If standard catalogue pagesare submitted the applicable items shall be indicated therein. All titles, noting,311410168 IV (C) - 2 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDImarkings and writings on the drawing shall be in English. All the dimensionsshould be in metric units.5.3 The owner may use a 35 mm microfilm system in processing drawing. Alldrawings shall be suitable for microfilming. Drawings which are not suitable formicrofilming shall not be accepted. A copy of each drawings reviewed shall bereturned to the contractor as stipulated herein. The owner may also acceptand use floppies/ disks for computer based drawings.5.3.1 Copies of drawings returned to the contractor shall be in the form of a printwith the owner's marking, or a print made from a microfilm of the marked updrawing or in the form of aperture cards if the contractor has facilities toprocess such cards or print made from floppies for computer based drawings..5.4 The drawings submitted by the contractor shall be reviewed by the engineeras far as practicable within four (4) weeks and shall be modified by thecontractor if any modifications and/or corrections are required by the engineer.The contractor shall incorporate such modifications and/or corrections andsubmit the final drawings for approval. Any delay arising out of failure by thecontractor to rectify the drawings in good time shall not alter the contractcompletion date.5.5 Approval by the Nodal Officer or his Nominee: the Contractor shall submitspecifications and drawings showing the proposed Temporary Works to theNodal Officer/ Engineer-in-charge or his Nominee, who is to approve them ifthey comply with the specifications and drawings. The Contractor shall beresponsible for design of Temporary Works.The Nodal Officer/Engineer-in-charge or nominee’s approval shall not alter thecontractor’s responsibility for design of the Temporary Works.5.6. The drawings sent for approval to the engineer shall be in quintuplicate. Oneprint of such drawings shall be returned to the contractor by the engineermarked approved/approved with corrections. The contractor shall thereuponfurnish the owner with nine prints and one reproducible original of thedrawings after incorporating all corrections.311410168 IV (C) - 3 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI5.7 Further work by the contractor shall be in strict accordance with thesedrawings and no deviation shall be permitted without the written approval ofthe engineer, if so required.5.8 All manufacturing and fabrication work in connection with the equipment priorto the approval of the drawings shall be at the contractor's risk. The contractormay make any changes in the design which are necessary to make theequipment conform, to the provisions and intent of the contract and suchchanges shall again be subject to approval by the engineer. Approval ofcontractor's drawings or work by the engineer shall not relieve the contractorof any of his responsibilities and liabilities under the contract.5.9 Drawings shall include all installation and detailed piping drawings whereverapplicable. All piping 100 mm and larger shall be routed in detail and smallerpipe shall be shown schematically or by isometric drawings. All drawings shallbe fully corrected to agree with actual as built construction.5.10 Operating and Maintenance Manual: If “as built” drawings and/or operatingand Maintenance Manuals are required the contract shall supply them by thedates stated in the contractor data.If the Contractor does not supply the drawings and/or Manuals by the datesstated in the contract data, or they do not receive the Nodal Officer or his Nominee’sapproval, the Nodal Officer or his Nominee shall withhold the amount stated in thecontract data from payments due to the contractor.6.0 INSTRUCTION MANUALS6.1 The contractor shall submit to the engineer, preliminary instruction manuals forall the equipment, covered under the contract within the time agreed uponbetween the owner & the contractor. The final instruction manuals complete inall respects shall be submitted by the contractor thirty (30) days before the firstshipment of the equipment. The instruction manuals shall contain full detailsand drawings of all the equipment furnished, the erection procedures, testingprocedures, operation and maintenance procedures of the equipment. Theseinstruction manuals shall be submitted in the form of one (1) reproducibleoriginal and twelve (12) copies.311410168 IV (C) - 4 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI6.2 If after the commissioning and initial operation of the plant, the instructionmanuals require any modifications/ additions/changes, the same shall beincorporated and the updated final instruction manuals in the form of one (1)reproducible original and twelve (12) copies shall be submitted by thecontractor to the owner.6.3 The contractor shall furnish to the owner, twelve (12) sets of spare partscatalogue.7.0 FIRST FILL OF CONSUMABLE, OILS AND LUBRICANTSAll the first fill of consumable such as oils, lubricants and essential chemicalsetc., which shall be required to put the equipment covered under the scope of thespecifications, into successful trial operation, shall be furnished by the contractorunless specifically excluded under the exclusions in the specifications and otherdocuments.8.0 MANUFACTURING SCHEDULEThe contractor shall submit to the engineer his manufacture and deliveryschedules for all equipment within thirty (30) days from the date of the letter ofacceptance of tender. Such schedules shall be in line with the detailed net-work forall phases of the work of the contractor. Such schedules shall be reviewed, up-datedand submitted to the engineer, once every two (2) months thereafter, by thecontractor. Schedule shall also include the materials and equipment purchased fromoutside suppliers.9.0 REFERENCE STANDARDS9.1 The codes and/or standards referred to in these specifications shall govern, inall cases wherever such references are made. In case of a conflict betweensuch codes and/or standards and the specifications, the later shall govern.Such codes and/or standards referred to shall mean the latest revisions,amendments/changes adopted and published by the relevant agencies. Incase of any further conflict in this matter, the same shall be referred to theengineer whose decision shall be final and binding.311410168 IV (C) - 5 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI9.2 Other internationally acceptable standards which ensure equal or higherperformance than those specified shall also be accepted.10.0 DESIGN IMPROVEMENT10.1 The engineer or the contractor may propose changes in the specification ofthe equipment or quality thereof and if the parties agree upon any suchchanges the specification shall be modified accordingly.10.2 If any such agreed upon change is such that it affects the price and scheduleof completion, the parties shall agree in writing as to the extent of any changein the price and/or schedule of completion before the contractor proceeds withthe change. Following such agreement the provision thereof, shall be deemedto have been amended accordingly.11.0 QUALITY ASSURANCE11.1 Quality Assurance ProgrammeTo ensure that the equipment and services under the scope of this contractwhether manufactured or performed within the contractor's works or at hissub-contractor's premises or at the owner's site or at any other place of workare in accordance with the specifications, the contractor shall adopt suitablequality assurance programme to control such activities at all points necessary.Such programme shall be outlined by the contractor and shall be finallyaccepted by the engineer after discussions before the issue of letter ofacceptance of tender. A quality assurance programme of the contractor shallgenerally cover the following :a) his organization structure for the management and implementation of theproposed quality assurance programme.b) documentation control system.c) qualification data for bidder's key personnel.d) the procedure for purchase of materials, parts, components and selection ofsub-contractor's services including vendor analysis, source inspection,incoming raw-material inspection, verification of materials purchased etc.311410168 IV (C) - 6 Signature of tendererwith Seal & Date

General Technical Conditions311410168 IV (C) - 7 Signature of tendererwith Seal & DateCMPDIe) system for shop manufacturing and site erection control including processcontrol and fabrication and assembly controls.f) control of non-conforming items and system for corrective actions.g) inspection and test procedure both for manufacture and field activities.h) control of calibration and testing of measuring and testing equipment.i) system for indication and appraisal of inspection status.j) system for quality audits.k) system for authorizing release of manufactured product to the owner.l) system for maintenance of records.m) system for handling, storage and delivery andn) a quality plan detailing out the specific quality control procedure adopted forcontrolling the quality characteristics relevant to each item of equipmentfurnished and each work at different stages executed at work site.11.2 Quality Assurance DocumentsThe contractor shall be required to submit the following Quality AssuranceDocuments within three weeks after despatch of the equipment :i) all non-destructive examination procedures, stress relief and weld repairii)procedure actually used during fabrication.welder and welding operator qualification certificates.iii) welder identification list, listing welder's and welding operator'squalification, procedure and welding identification symbols.iv) material mill test reports on components as specified by the specification.v) the inspection plan with verification, inspection plan check points,verification sketches, if used, and methods used to verify that theinspection and testing points in the inspection plan were performedsatisfactorily.vi) sketches and drawings used for indicating the method of traceability of theradiographs to the location on the equipment.vii) all non-destructive examination result reports including radiographyinterpretation reports.viii) stress relief time temperature charts.ix) factory test results for testing required as per applicable codes andstandard referred in the specifications.

General Technical ConditionsCMPDIx) the engineer or his duly authorised representative reserves the right tocarry out quality audit and quality surveillance of the systems andprocedures of the contractor/ his vendor's quality management andcontrol activities.12.0 ENGINEER'S SUPERVISION12.1 To eliminate delays and avoid disputes and litigation it is agreed between theparties to the contract that all matters and questions shall be referred to theengineer and his decision shall be final.12.2 The work shall be performed under the direction and supervision of theengineer. The scope of the duties of the engineer, pursuant to the contract,shall include but not be limited to the following:a) interpretation of all the terms and conditions of these documents andspecification.b) review and interpretation of all the contractor's drawings, engineering dataetc.c) witness or authorize his representative to witness tests and trials either atthe manufacturer's works or at site, or at any place where work isperformed under the contract.d) inspect, accept or reject any equipment, material and work under thecontract.e) issue certificate of acceptance and/or progressive payment and finalpayment certificates.f) review and suggest modifications and improvements in completionschedules from time to time.g) supervise the quality assurance programme implementation at all stages ofthe works.h) to receive and endorse the despatch documents enabling the contractor toclear the consignments.311410168 IV (C) - 8 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI13.0 INSPECTION, TESTING AND INSPECTION CERTIFICATE13.1 The engineer or his duly authorised representative and/or outside inspectionagency acting on behalf of the owner shall have at all reasonable times accessto the contractor's premises or works and shall have the power at allreasonable times to inspect and examine the materials and workmanship ofthe works during its manufacture or erection and if part of the works is beingmanufactured or assembled at other premises or works, the contractor shallobtain for the engineer and for his duly authorised representative permissionto inspect as if the works were manufactured or assembled on the contractor'sown premises or works.13.2 The contractor shall give the Engineer/Inspector fifteen (15) days writtennotice of any material being ready for testing. Such tests shall be to thecontractor's account except for the expenses of the Inspector. TheEngineer/Inspector, unless witnessing of the tests is virtually waived, shallattend such tests within fifteen (15) days of the date on which the equipment isnotified as being ready for test/inspection, failing which the contractor mayproceed with the test which shall be deemed to have been made in theInspector's presence and he shall forthwith forward to the Inspector dulycertified copies of tests in triplicate.13.3 The Engineer or Inspector shall within fifteen (15) days from the date ofinspection as defined herein give notice in writing to the contractor, of anyobjection to any drawings and all or any equipment and workmanship which inhis opinion is not in accordance with the contract. The contractor shall givedue consideration to such objections and shall either make the modificationsthat may be necessary to meet the said objections or shall confirm in writing tothe Engineer/Inspector giving reasons therein, that no modifications arenecessary to comply with the contract.13.4 When the factory tests have been completed at the contractor's or subcontractor'sworks, the Engineer/Inspector shall issue a certificate to this effectwithin fifteen (15) days after completion of tests but if the tests are notwitnessed by the Engineer/Inspector, the certificate shall be issued within311410168 IV (C) - 9 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDIfifteen (15) days of the receipt of the contractor's test certificate by theEngineer/Inspector. Failure of the Engineer/Inspector to issue such acertificate shall not prevent the contractor from proceeding with the works. Thecompletion of these tests or the issue of the certificate shall not bind the ownerto accept the equipment should it, on further tests after erection, be found notto comply with the contract.13.5 In all cases where the contract provides for tests whether at the premises orworks of the contractor or of any sub-contractor, the contractor, except whereotherwise specified, shall provide free of charge such items as labour,materials, electricity, fuel, water, stores, apparatus and instruments as may bereasonably demanded by the Engineer/ Inspector or his authorisedrepresentative to carry out effectively such tests of the equipment inaccordance with the contract and shall given facilities to the Engineer/Inspector or to his authorised representative to accomplish testing.13.6 The inspection by Engineer and issue of Inspection Certificate thereon shall inno way limit the liabilities and responsibilities of the contractor in respect of theagreed quality assurance programme forming a part of the contract.14.0 TEST14.1 Start Up14.1.1 On completion of erection of the equipment and before start-up, each item ofthe equipment shall be thoroughly cleaned and then inspected jointly by theEngineer and the contractor for correctness and completeness of installationand acceptability of start-up, leading to initial pre-commissioning tests at site.The list of pre-commissioning tests to be performed shall be as mutuallyagreed and included in the contractor's quality assurance programme.14.1.2 The contractor's commissioning/start-up engineers specifically identified as faras possible shall be responsible for carrying out all the pre-commissioningtests. On completion of inspection, checking and after the pre-commissioningtests are satisfactorily over, the complete equipment shall be placed on initialoperation during which period the complete equipment shall be operated311410168 IV (C) - 10 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDIintegral with sub-systems and supporting equipment as a complete plantreferred hereinafter as plant.14.2 Trial Operation14.2.1 The plant shall then be on trial operation during which period all necessaryadjustments shall be made while operating over the full load-range enablingthe plant to be made ready for performance and guarantee tests.14.2.2 The duration of trial operation of the complete equipment shall be fourteen(14) days out of which at least seventy-two (72) hours shall be continuousoperation on full load or any other duration as may be agreed to, between theengineer and the contractor. The trial operation shall be consideredsuccessful, provided that each item of the equipment can operate continuouslyat the specified operating characteristics, for the period of trial operation.14.2.3 For the period of trial operation, the time of operation with any load shall becounted. Minor interruptions not exceeding four (4) hours at a time, causedduring the continuous operation shall not affect the total duration of trialoperation. However, if in the opinion of the engineer, the interruption is long,the trial operation shall be prolonged for the period of interruption.14.2.4 A trial operation report comprising of observations and recordings of variousparameters to be measured in respect of the above trial operation shall beprepared by the contractor. This report, besides recording the details of thevarious observations during trial run, shall also include the dates of start andfinish of the trial operations and shall be signed by the representatives of boththe parties. The report shall have sheets, recording all the details ofinterruptions occurred, adjustments made and any minor repairs done duringthe trial operation. Based on the observations, necessary modifications/repairs to the plant shall be carried out by the contractor to the full satisfactionof the engineer to enable the later to accord permission to carry outperformance and guarantee tests on the plant. However, minor defects whichdo not endanger the safe operation of the equipment, shall not be consideredas reasons for with holding the aforesaid permission.311410168 IV (C) - 11 Signature of tendererwith Seal & Date

General Technical Conditions14.3 Performance and guarantee testCMPDI14.3.1 The final test as to the performance and guarantees shall be conducted at site,by the owner/ BCCL. Such tests shall be commenced within a period of two (2)months after successful completion of trial operations. Any extension of timebeyond the above two (2) months shall be mutually agreed upon.14.3.2 These tests shall be binding on both the parties of the contract to determinecompliance of the equipment with the performance guarantees.14.3.3 The available instrumentation and control equipment shall be used duringsuch tests and the engineer shall calibrate, all such measuring equipment anddevices as far as practicable. However, un-measurable parameters shall betaken into account in a reasonable manner by the engineer, for the equipmentof these tests. The tests shall be conducted at the specified load points and asnear the specified cycle condition as practicable. The engineer shall applyproper corrections in calculation, to take into account conditions which do notcorrespond to the specified conditions.14.3.4 Any special equipment, tools and tackles required for the successfulcompletion of the performance and guarantee tests shall be provided by thecontractor, free of cost.14.3.5 The guaranteed performance figures of the equipment shall be proved by thecontractor during these performance and guarantee tests. Should the resultsof these tests show any decrease from the guaranteed values, the contractorshall modify the equipment as required to enable it to meet the guarantees. Insuch case, performance and guarantee tests shall be repeated within onemonth, from the date the equipment is ready for re-tests and all cost formodifications including labour, materials and the cost of additional testing toprove that the equipment meets the guarantees, shall be borne by thecontractor. Duration of performance guarantee tests shall be of one month ofwhich 6 (six) days continuous on load operation is the minimum requirementand in case it fails, the process of performance guarantee tests shall berepeated.14.3.6 The specific tests to be conducted on equipment has been brought out in thetechnical specifications.311410168 IV (C) - 12 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI14.3.7 Performance and guarantee test shall make allowance for instrumentationerrors as may be decided by the engineer-in-charge.14.4 Test CodesThe provisions outlined in the ASME performance test codes or otherinternational and Indian approved equivalents shall generally be used as aguide for all the above test procedures unless otherwise specified in thetechnical specifications.15.0 PACKING15.1 All the equipment shall be suitably protected, coated, covered or boxed andcrated to prevent damage or deterioration during transit, handling and storageat site till the time of erection. While packing all the materials, the limitationfrom the point of view of availability of railway wagon sizes in India should betaken into account. The contractor shall be responsible for any loss or damageduring transportation, handling and storage due to improper packing.15.2 The contractor shall submit a copy of the list of packing originally issued byequipment manufacturer for both indigenous/ imported items for inspection atsite.16.0 PROTECTIONAll coated surfaces shall be protected against abrasions, impact, discolorationand any other damages. All exposed threaded portions shall be suitable protectedwith either a metallic or a non-metallic protecting device. All ends of all valves andpiping and conduit equipment connections shall be properly sealed with suitabledevices to protect them from damage. The parts which are likely to get rusted, due toexposure to weather, should also be properly treated and protected in a suitablemanner.17.0 PRESERVATIVE SHOP COATING17.1 All exposed metallic surfaces subject to corrosion shall be protected by shopapplication of suitable coatings. All surfaces which shall not be easilyaccessible after the shop assembly, shall before hand be treated andprotected for the life of the equipment. All surfaces shall be thoroughly cleaned311410168 IV (C) - 13 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDIof all mill scale, oxide and other coatings and prepared in the shop. Thesurfaces that are to be finish painted after installation or require corrosionprotection until installation, shall be shop painted with at least two coats ofprimer. Transformers and other electrical equipment, if included shall be shopfinished with one or more coats of primer and two coats of high graderesistance enamel. The finished colours shall be as per manufacturer'sstandards, to be selected and specified by the engineering at a later date.17.2 Shop primer for all steel surfaces which shall be exposed to operatingtemperature below 95 0 C shall be selected by the contractor, after obtainingspecific approval of the engineer regarding the quality of primer proposed tobe applied. Special high temperature primer shall be used on surfacesexposed to temperatures higher than 95 0 C and such primers shall also besubject to the approval of the engineer.17.3 All other steel surfaces which are not to be painted shall be coated withsuitable dust preventive compound subject to the approval of the engineer.18.0 PROTECTIVE GUARDSSuitable guards shall be provided for protection of personnel on all exposedrotating and/or moving machine parts. All such guards with necessary spares andaccessories shall be designed for easy installation and removal for maintenancepurposes.19.0 DESIGN CO-ORDINATIONThe contractor shall be responsible for the selection and design of appropriateequipment to provide the best coordinated performance of the entire system. Thebasic design requirements are detailed out in Technical Specifications. The design ofvarious components, sub-assemblies and assemblies shall be so done, so that itfacilitates easy field assembly and maintenance. All the rotating components shall beso selected that the natural frequency of the complete unit is not critical at or close tothe operating range of the unit.311410168 IV (C) - 14 Signature of tendererwith Seal & Date

General Technical Conditions20.0 DESIGN CO-ORDINATION MEETINGCMPDIThe contractor shall be called upon to attend design co-ordination meetingswith the engineer, other contractors and the consultants of the owner during theperiod of contract. The contractor shall attend such meetings at his own cost atCMPDI (HQ), Kanke Road, Ranchi or at mutually agreed venue as and whenrequired and fully co-operate with such persons and agencies involved during thosediscussions.21.0 TOOLS AND TACKLESThe contractor shall supply with the equipment one complete set of all specialtools and tackles for the erection, assembly, dis-assembly and maintenance of theequipment. However, these tools and tackles shall be separately packed and broughton to site.22.0 NOISE LEVELThe equivalent 'A' weighted sound level measured at a distance of 1.5 metresabove floor level in elevation and one metre horizontally from the base of anyequipment furnished and installed under these specifications, expressed in decibelsto a reference of 0.0002 microbar, shall not exceed 85 dBA.23.0 TAKING OVERUpon successful completion of all the tests to be performed at site onequipment furnished and erected by the contractor, the engineer shall issue to thecontractor a taking over certificate as a proof of the final acceptance of theequipment. Such certificate shall not unreasonably be with held nor shall be engineerdelay the issuance thereof, on account of minor omissions or defects which do notaffect the commercial operation and/or cause any serious risk to the equipment. Suchcertificate shall not relieve the contractor of any of his obligations which otherwisesurvive, by the terms and conditions of the contract after issuance of such certificate.311410168 IV (C) - 15 Signature of tendererwith Seal & Date

General Technical Conditions24.0 INDIAN STANDARDSCMPDINormally Indian Standards as published by BUREAU OF INDIANSTANDARDS shall be followed. Wherever relevant Indian Standard is not publishedby the BIS, International Standards or American Standard or German Standard orBritish Standard, as decided by the Engineer in consultations with the Consultantsemployed by the Owner, shall be followed.25.0 WELDINGIf the manufacturer has special requirements relating to the weldingprocedures for welds at the terminals of the equipment to be procured by the ownerunder separate specifications, the requirements shall be submitted to the engineer inadvance of commencement of erection work.26.0 LUBRICATIONEquipment shall be lubricated by systems designed for continuous operation.Lubricant level indicators shall be furnished and marked to indicate proper levelsunder both stand-still and operating conditions.27.0 EQUIPMENT BASESA cast iron or welded steel base plate shall be provided for all rotatingequipment which is to be installed on a concrete/structural steel base unlessotherwise agreed to by the engineer. Each base plate shall support the unit and itsdrive assembly, shall be of a neat design with pads for anchoring the units, shall havea raised lip all around, and shall have threaded drain connections.28.0 RATING PLATES, NAME PLATES AND LABELS28.1 Each main and auxiliary items of plant is to have permanently attached to it ina conspicuous position a rating plate of non corrosive material upon which isto be engraved the manufacturer's name, equipment, type or serial number,together with details of the loading conditions under which the item of plant inquestion have been designed to operate, and such diagram plates as may berequired by the engineer.311410168 IV (C) - 16 Signature of tendererwith Seal & Date

General Technical ConditionsCMPDI28.2 Each item of plant is to be provided with a nameplate or label designating theservice of the particular equipment. The inscriptions are to be approved by theengineer or shall be as detailed in the appropriate sections of the technicalspecifications.28.3 Such nameplates or labels are to be of white non-hygroscopic material withengraved black lettering or, alternatively, in the case of indoor circuit breakers,starters etc. of transparent plastic material with suitably coloured letteringengraved on the back.28.4 Items of plant such as valves, which are subject to handling, are to beprovided with an engraved chromium plated nameplate or label with engravingfilled with enamel.28.5 All such name plates, instruction plates, lubrication charts etc. shall bebilingual with Hindi inscription first, followed by English. Alternatively twoseparate plates one with Hindi and the other with English inscriptions may beprovided.29.0 COLOUR CODE FOR PIPE SERVICESAll pipe services wherever applicable are to be painted in accordance with theowner's standard colour scheme, by the contractor.30.0 SERVICE BY THE OWNER30.1 The following services shall be provided by the owner :i) Construction/ drinking water at one point within 100 metres of the worksite, charges to be decided by the company.ii)Auxiliary power for construction at one point within 100 metres of thework site, charges to be decided by the company.30.2 In the event of the contractor requiring these services at parameters other thanthose specified above, for any systems, equipment, instrument etc. he shallmake the necessary arrangements himself.311410168 IV (C) - 17 Signature of tendererwith Seal & Date

SECTION – IV (D)Erection Conditions of Contract

Erection Conditions of ContractCMPDISECTION – IV (D)ERECTION CONDITIONS OF CONTRACT1.0 GENERAL1.1. The following shall supplement the conditions already contained in the otherparts of these specifications and documents and shall govern that portion ofthe work of this contract to be performed at site.1.2. The contractor upon signing of the contract shall, in addition to a projectcoordinator, nominate another responsible officer as his representative at sitesuitably designated for the purpose of overall responsibility and co-ordinationof the works to be performed at site. Such person shall function from the siteoffice of the contractor during the pendency of contract.2.0 REGULATION OF LOCAL AUTHORITIES AND STATUTES2.1. The contractor shall comply with all the rules and regulations of localauthorities during the performance of his field activities. He shall also complywith the minimum wages act, 1948 and the payment of wages act (both of theGovernment of India and the local State Government) and the rules madethere under in respect of any employee or workman employed or engaged byhim or his sub-contractor. The contractor shall make all necessary paymentsof the Provident Fund for the workmen employed by him for the work as perthe laws prevailing under provisions of CMPF and Allied Schemes and CMPFand Miscellaneous Provisions Act 1948 or Employees Provident Fund andMiscellaneous Provisions Act 1952 as the case may be. The contractor shallcomply with all the provisions of the Contract Labour (Regulation andAbolition) Act , 1970 and Rules made there under, if applicable.2.2. All registration and statutory inspection fees, if any, in respect of his workpursuant to this contract shall be to the account of the contractor. However,any registration, statutory inspection fees lawfully payable under theprovisions of the rules and regulations of the Government and any otherstatutory laws and its amendments from time to time during erection in311410168 IV (D) - 1 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIrespect of the plant equipment ultimately to be owned by the owner, shall beto the account of the owner. Should any such inspection or registration needto be arranged due to the fault of the contractor or his sub-contractor, theadditional fees for such inspection and/or registration shall be borne by thecontractor.3.0 OWNER'S LIEN ON EQUIPMENTThe owner shall have lien on all equipment including those of the contractorbrought to the site for the purpose of erection, testing and commissioning of theplant. The owner shall continue to hold the lien on all such equipment throughout theperiod of contract. No material brought to the site shall be removed from the site bythe contractor and/or his sub-contractors without the prior written approval of theengineer.4.0 INSPECTION, TESTING AND INSPECTION CERTIFICATESThe provisions of the clause entitled inspection testing and inspectioncertificates under section GTC shall also be applicable to the erection portion of theworks. The engineer shall have the right to re-inspect any equipment thoughpreviously inspected and approved by him, at the contractor's works, before and afterthe same are constructed and/or erected at site. If by the above inspection, theengineer rejects any work or equipment, the contractor shall make good for suchrejection either by replacement or modifications/repairs as may be necessary, to thesatisfaction of the engineer. Such replacement shall also include the replacement orre-execution of such of those works of other contractors and/or agencies, whichmight have got damaged or affected by the replacements or re-work done to thecontractor's work.5.0 ACCESS TO SITE AND WORKS ON SITE5.1. Suitable access to and possession of the site shall be accorded to thecontractor by the owner in reasonable time.5.2. The works so far as it is carried out on the owner's premises, shall be carriedout at such time as the owner may approve and the owner shall give thecontractor reasonable facilities for carrying out the works.311410168 IV (D) - 2 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI5.3. In the execution of the works, no persons other than the contractor or his dulyappointed representative, sub-contractor and workmen, shall be allowed to dowork on the site, except by the special permission, in writing of the engineeror his representative.6.0 CONTRACTOR'S SITE OFFICE ESTABLISHMENTThe contractor shall establish a site office at the site and keep posted anauthorised representative for the purpose of the contract. Any written order orinstruction of the engineer or his duly authorised representative shall becommunicated to the said authorised resident representing the contractor and thesame shall be deemed to have been communicated to the contractor at his legaladdress.7.0 COOPERATION WITH OTHER CONTRACTORS7.1. The contractor shall co-operate with all other contractors or tradesmen of theowner, who may be performing other works on behalf of the owner and theworkmen who may be employed by the owner and doing work in the vicinityof the works under the contract. The contractor shall also so arrange toperform his work as to minimize, to the maximum extent possible,interference with the work of other contractors and his workmen. Any injury ordamage that may be sustained in the employees of the other contractors andthe owner, due to the contractor's work shall promptly be made good at hisown expense. The engineer shall determine the resolution of any differenceor conflict that may arise between the contractor and other contractors orbetween the contractor and the workmen of the owner in regard to their work.If the works of the contractor is delayed because of any acts or omissions ofanother contractor, the contractor shall have no claim against the owner onthat account other than an extension of time for completing his works.7.2. The engineer shall be notified promptly by the contractor of any defects in theother contractor's works that could affect the contractor's works. The engineershall determine the corrective measures if any, required torectify this situationafter inspection of the works and such decisions by the engineer shall bebinding on the contractor.311410168 IV (D) - 3 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI8.0 DISCIPLINE OF WORKMENThe contractor shall adhere to the disciplinary procedure set by the engineerin respect of his employees and workmen at site. The engineer shall be at liberty toobject to the presence of any representative or employees of the contractor at thesite, if in the opinion of the engineer such employee has mis-conducted himself or beincompetent or negligent or otherwise undesirable and then the contractor shallremove such a person objected to and provide in his place a competent replacement.9.0 CONTRACTOR'S FIELD OPERATION9.1. The contractor shall keep the engineer informed in advance regarding hisfield activity plans and schedules for carrying out each part of the works. Anyreview of such plan or schedule or method of work by the engineer shall notrelieve the contractor of any of his responsibilities towards the field activities.Such reviews shall also not be considered as an assumption of any risk orliability by the engineer or the owner or any of his representatives and noclaim of the contractor shall be entertained because of the failure orinefficiency of any such plan or schedule or method of work reviewed. Thecontractor shall be solely responsible for the safety, adequacy and efficiencyof plant and equipment and his erection methods.9.2. The contractor shall have complete responsibility for the conditions of thework site including the safety of all persons employed by him or his subcontractorand all the properties under his custody during the performance ofthe work. This requirement shall apply continuously till the completion of thecontractor and shall not be limited to normal working hours. The constructionreview by the engineer is not intended to include review of contractor's safetymeasures in, on or near the work-site, and their adequacy or otherwise.10.0 PHOTOGRAPHS AND PROGRESS REPORT10.1. The contractor shall furnish three (3) prints each to the engineer of progressphotographs of the work done at site. Photographs shall be taken as andwhen indicated by the engineer or his representative. Photographs shall beadequate in size and number to indicate various stages of erection. Each311410168 IV (D) - 4 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIphotograph shall contain the date, the name of the contractor and the title ofthe photograph.10.2. The above photographs shall accompany the monthly progress reportdetailing out the progress achieved on all erection activities as compared tothe schedules. The report shall also indicate the reasons for the variancebetween the scheduled and actual progress and the action proposed forcorrective measures wherever necessary.11.0 11.0 MAN-POWER REPORT11.1. The contractor shall submit to the engineer, on the first day of every month, aman hour schedule for the month, detailing the man hours scheduled for themonth, skill wise and area-wise.11.2. The contractor shall also submit to the engineer on the first day of everymonth, a man power report of the previous months detailing the number ofpersons scheduled to have been employed and actually employed, skill-wiseand areas of employment of such labour.12.0 PROTECTION WORKThe contractor shall have total responsibility for protecting his works till it isfinally taken over by the engineer. No claim shall be entertained by the owner or theengineer for any damage or loss to the contractor's works and the contractor shall beresponsible for the complete restoration of the damaged works to its originalcondition to comply with the specifications and drawings. Should any such damage tothe contractor's works occur because of other party not under his supervision orcontrol, the contractor shall make his claim directly with the party concerned. If disagreementor conflict or dispute develops between the contractor and the other partyor parties concerned regarding the responsibility for damage to the contractor's worksthe same shall be resolved as per the provisions of the clause 7.0 above entitled cooperationwith other contractors. The contractor shall not cause any delay in therepair of such damaged works because of any delay in the resolution of suchdisputes. The contractor shall proceed to repair the work immediately and the causethereof shall be assigned pending resolution of such dispute.311410168 IV (D) - 5 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI13.0 EMPLOYMENT OF LABOUR13.1. The contractor shall be expected to employ on the work only his regular andpermanent skilled employees with experience of his particular work. Nofemale labour shall be employed after darkness no persons below the age ofeighteen years shall be employed.13.2. All traveling expenses including provisions of all necessary transport to andfrom site lodging allowances and other payments to contractor's employeesshall be the sole responsibility of the contractor.13.3. The hour of work on the site shall be decided by the owner and the contractorshall adhere to it. Working hours shall normally be eight (8) hours per day-Monday to Saturday.13.4. Contractor's employees shall wear identification badges while on work on site.13.5. In case the owner becomes liable to pay any wages or dues to the labour orto any Government agency under any of the provisions of the MinimumWages Act, Workmen compensation Act, Contract Labour RegulationAbolition Act, CMPF Act/EPF Act or any other law due to act of omission ofthe contractor, the owner may make such payments and shall recover thesame from the contractor's bills.14.0 FACILITIES TO BE PROVIDED BY THE OWNER14.1. SpaceThe contractor shall advise the owner within thirty (30) days from the date ofacceptance of the letter of award, about his exact requirement of space forhis office, mess-rooms storage area, pre-assembly and fabrication areas,labour colony area, toilets, etc. The above requirement shall be reviewed bythe engineer and space shall be allotted to the contractor for construction ofhis temporary structures like office, storage sheds, labour and staff colonyand other utilities etc. for his own as well as his sub-contractor's use.311410168 IV (D) - 6 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI14.2. ElectricityThe contractor shall submit to the engineer within thirty (30) days from thedate of acceptance of the award letter, his electrical power requirements, ifany, to allow the planning of the temporary electrical distribution by theengineer. The contractor shall be provided with supply of electricity for thepurposes of the contract, only at one point in the project site. The contractorshall make his own further distribution arrangement. All temporary wiringmust comply with local regulations and shall be subject to engineer'sinspection and approval before connection to supply. Power supply for labourcolonies shall also be provided at one point. The contractor shall be chargedfor the power supplied at work site and labour colonies at prevalent rate ofpower supplied by State Electricity Board or any other Organization.14.3. WaterSupply of water shall be made available for the construction purposes at anagreed single point within 100 metres of the work site. And further distributionshall be the responsibility of the contractor. The contractor shall be chargedfor the water supplied at work site @ 1% of the value of civil works and shallbe deducted from the contractor's running/final bills.15.0 FACILITIES TO BE PROVIDED BY THE CONTRACTOR15.1. Tools, tackles and scaffoldingsThe contractor shall provide all the construction equipment, tools, tackles andscaffoldings required for pre-assembly, erection, testing and commissioningof the equipment covered under the contract. He shall submit a list of all suchmaterials to the engineer before the commencement of pre-assembly at site.These tools and tackles shall not be removed from the site without the writtenpermission of the engineer.15.2. 15.2 CommunicationThe owner shall extend the telephone & telex facilities, if available at site, forpurposes of contract. The contractor shall be charged at actual for suchfacilities.311410168 IV (D) - 7 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI15.3. First – aid15.3.1. The contractor shall provide necessary first-aid facilities for all his employees,representatives and workmen working at the site. Enough number of contractor'spersonnel shall be trained in administering first-aid.15.3.2. The owner shall provide the contractor, in case of an emergency, the servicesof an ambulance for transportation to the nearest hospital.15.4. Cleanliness15.4.1. The contractor shall be responsible for keeping the entire area allotted to himclean and free from rubbish, debris etc. during the period of contract. Thecontractor shall employ enough number of special personnel to thoroughlyclean his work area at least once in a day. All such rubbish and scrap materialshall be stacked or disposed in a place to be identified by the engineer.Materials and stores shall be so arranged to permit easy cleaning of the areain areas where equipment might drip oil and cause damage to the floorsurface, a suitable protective cover of a flame resistant, oil proof sheet shall beprovided to protect the floor from such damage.15.4.2. Similarly the labour colony, the offices and the residential areas of thecontractor's employees and workmen shall be kept clean and neat to theentire satisfaction of the engineer. Proper sanitary arrangement shall beprovided by the contractor, in the work areas, office and residential areas ofthe contractor.16.0 LINES AND GRADESAll the works shall be performed to the lines, grades and elevations indicatedon the drawings. The contractor shall be responsible to locate and layout the works.Basic horizontal and vertical control points shall be established and marked by theengineer at site at suitable points. These points shall be used as datum for the worksunder the contract. The contractor shall inform the engineer well in advance of thetimes and places at which he wishes to do work in the area allotted to him, so thatsuitable datum points may be established and checked by the engineer to enable thecontractor to proceed with his works. Any work done without being properly locatedmay be removed and/or dismantled by the engineer at contractor's expense.311410168 IV (D) - 8 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI17.0 FIRE PROTECTION17.1. The work procedures that are to be used during the erection shall be thosewhich minimise fire hazards to the extent practicable. Combustible materials,combustible waste and rubbish shall be collected and removed from the siteat least once each day. Fuels, oils and volatile or flammable materials shallbe stored away from the construction and equipment and materials storageareas in safe containers. Untreated canvas paper, plastic or other flammableflexible materials shall not at all be used at site for any other purpose unlessotherwise specified. If any such materials are received with the equipment atthe site, the same shall be removed and replaced with acceptable materialbefore moving into the construction area or storage.17.2. Similarly corrugated paper fabricated cartons etc. shall not be permitted in theconstruction area either for storage or for handling of materials. All suchmaterials used shall be water proof and flame resistant type. All the othermaterials such as working drawings, plants, etc. which are combustible butare essential for the works to be executed shall be protected againstcombustion resulting from welding sparks, cutting flames and other similar firesources.17.3. All the contractor's supervisory personnel and sufficient number of workersshall be trained for fire-fighting and shall be assigned specific fire protectionduties. Enough of such trained personnel must be available at the site duringthe entire period of the contract.17.4. The contractor shall provide enough fire protection equipment of the typesand number for the ware-houses, office, temporary structures, labour colonyarea etc. Access to such fire protection equipment, shall be easy and keptopen at all times.18.0 SECURITYThe contractor shall have total responsibility for all equipment and materials inhis custody stored, loose, semi-assembled and/or erected by him at site. Thecontractor shall make suitable security arrangements including employment ofsecurity personnel to ensure the protection of all materials, equipment and works311410168 IV (D) - 9 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIfrom theft, fire, pilferage and any other damages and loss. All materials of thecontractor shall enter and leave the project site only with the written permission of theengineer in the prescribed manner.19.0 CONTRACTOR'S AREA LIMITSThe engineer shall mark-out the boundary limits of access roads, parkingspaces, storage and construction areas for the contractor and the contractor shall nottrespass the areas not so marked out for him. The contractor shall be responsible toensure that none of his personnel move out of the areas marked out for hisoperations. In case of such a need for the contractor's personnel to work out of theareas marked out for him, the same shall be done only with the written permission ofthe engineer.20.0 CONTRACTOR'S CO-OPERATION WITH THE OWNERIn cases where the performance of the erection work by the contractor affectsthe operation of the system facilities of the owner, such erection work of thecontractor shall be scheduled to be performed only in the manner stipulated by theengineer and the same shall be acceptable at all times to the contractor. Theengineer may impose such restrictions on the facilities provided to the contractorsuch as electricity, water, etc. as he may think fit in the interest of the owner and thecontractor shall strictly adhere etc. such restrictions and co-operate with theengineer. It shall be the responsibility of the contractor to provide all necessarytemporary instrumentation and other measuring devices required during start-up andoperation of the equipment systems, which are erected by him. The contractor shallalso be responsible for flushing and initial filling of all the oil and lubricants requiredfor the equipment furnished and erected by him, so as to make such equipmentready for operation. The contractor shall be responsible for supplying such flushingoil and other lubricants unless otherwise specified elsewhere in these documents &specifications.21.0 PRE-COMMISSIONING TRAILS AND INITIAL OPERATIONSThe pre-commissioning trails and initial operations of the equipment furnishedand erected by the contractor shall be the responsibility of the contractor as detailed311410168 IV (D) - 10 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIin relevant clauses in section GTC. The contractor shall provide, in addition, testinstruments, calibrating devices, etc. and the labour required for the successfulperformance of these trials. It is anticipated that the above test may prolong for along time, the contractor's workmen required for the above test shall always bepresent at site during such trials.22.0 MATERIALS HANDLING AND STORAGE22.1. All the equipment furnished under the contract and arriving at site shall bepromptly received, unloaded and transported and stored in the storagespaces by the contractor.22.2. Contractor shall be responsible for examining all the shipment and notify theengineer immediately or any damage, shortage, discrepancy, etc. for thepurpose of engineer's information only. The contractor shall submit to theengineer every week a report detailing all the receipts during the week.However, the contractor shall be solely responsible for any shortages ordamage in transit, handling and/or in storage and erection of the equipment atthe site. Any demurrage, wharfage and other such charges claimed by thetransporters, railways etc. shall be to the account of the contractor.22.3. The contractor shall maintain an accurate and exhaustive record detailing outthe list of all equipment received by him for the purpose of erection and keepsuch record open for the inspection of the engineer at any time.22.4. All equipment shall be handled very carefully to prevent any damage or loss.No bare wire ropes, slings, etc. shall be used for unloading and/or handling ofthe equipment without the specific written permission of the engineer. Theequipment stored shall be properly protected to prevent damage either to theequipment or to the floor where they are stored. The equipment from the storeshall be moved to the actual location at the appropriate time so as to avoiddamage of such equipment at site.22.5. All electrical panels, control gear, motors and such other devices shall beproperly dried by heating before they are installed and energized. Motorbearings, slip rings, commutators and other exposed parts shall be protectedagainst moisture ingress and corrosion during storage and periodically311410168 IV (D) - 11 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIinspected. Heavy rotating parts in assembled conditions shall be periodicallyrotated to prevent corrosion due to prolonged storage.22.6. All the electrical equipment such as motors, generators, etc. shall be testedfor insulation resistance at least once in three months from the date of receipttill the date of commissioning and a record of such measured insulationvalues maintained by the contractor. Such records shall be open forinspection by the engineer.22.7. The contractor shall ensure that all the packing materials and protectiondevices used for the various equipment during transit and storage areremoved before the equipment are installed.22.8. The consumable and other supplies likely to deteriorate due to storage mustbe thoroughly protected and stored in a suitable manner to prevent damageor deterioration in quality by storage.22.9. All the materials stored in the open or duty location must be covered withsuitable weather-proof and flameproof covering materials whereverapplicable.22.10. If the materials belonging to the contractor are stored in areas other thanthose earmarked for him, the engineer shall have the right to get it moved tothe area earmarked for the contractor at the contractor's cost.22.11. The contractor shall be responsible for making suitable indoor storagefacilities to store all equipment which require indoor storage. Normally, all theelectrical equipment such as motors, control gear, generators, exciters andconsumable like electrodes, lubricants etc. shall be stored in the closedstorage space. The engineer, in addition, may direct the contractor to movecertain other materials which in his opinion shall require indoor storage, toindoor storage areas which the contractor shall strictly comply with.23.0 23.0 CONSTRUCTION MANAGEMENT23.1. The field activities of the contractors working at site, shall be co-ordinated bythe engineer and the engineer's decision shall be final in resolving anydisputes or conflicts between the contractor and other contractors andtradesmen of the owner regarding scheduling and co-ordination of work. Such311410168 IV (D) - 12 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIdecision by the engineer shall not be a cause for extra compensation orextension of time for the contractor.23.2. The engineer shall hold weekly meetings of all the contractors working at site,at a time and a place to be designated by the engineer. The contractor shallattend such meetings and take notes of discussions during the meeting andthe decisions of the engineer and shall strictly adhere to those decisions inperforming his works. In addition to the above weekly meetings, the engineermay call for other meetings either with individual contractors or with selectednumber of contractors and in such a case the contractor, if called shall alsoattend such meetings.23.3. Time is the essence of the contract and the contractor shall be responsible forperformance this works in accordance with the specified constructionschedule. If at any time, the contractor is falling behind the schedule, he shalltake necessary action to make good for such delays by increasing his workforce or by working overtime or otherwise accelerate the progress of the workto comply with the schedule and shall communicate such actions in writing tothe engineer, satisfying that his action shall compensate for the delay. Thecontractor shall not be allowed any extra compensation for such action.23.4. The engineer shall however not be responsible for provision of additionallabour and/or materials or supply or any other services to the contractorexcept for the co-ordination work between various contractors as set outearlier.24.0 FIELD OFFICE RECORDSThe contractor shall maintain at his site office up-to-date copies of alldrawings, specifications and other contract documents and any other supplementarydata complete with all the latest revisions thereto. The contractor shall also maintainin addition the continuous record of all changes to the above contract documents,drawings, specifications, supplementary data, etc. effected at the field and oncompletion of his total assignment under the contract shall incorporate all suchchanges on the drawings and other engineering data to indicate as installed conditionof the equipment furnished and erected under the contract. Such drawings and311410168 IV (D) - 13 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIengineering data shall be submitted to the engineer in required number of copies.Daily work programme with progress of the previous day and deployment of labourrelated to work programme and attendance of workmen deployed during the previousday shall be maintained in a register. This register shall be signed by authorisedrepresentative of the contractor which shall then be checked and signed by theowner's representative. Every three months this register shall be deposited to theowner which shall then be owners property.25.0 CONTRACTOR'S MATERIALS BROUGHT ON TO SITE25.1. The contractor shall bring to site all equipment, parts, materials, includingconstruction equipment, tools and tackles for the purpose of the works withintimation to the engineer. All such goods shall, from the time of their beingbrought vest in the owner, but may be used for the purpose of the works onlyand shall not on any account be removed or taken away by the contractorwithout the written permission of the engineer. The contractor shallnevertheless be solely liable and responsible for any loss or destructionthereof and damage thereto.25.2. The owner shall have a lien on such goods for any sum or sums which may atany time be due or owing to him by the contractor, under, in respect of or byreasons of the contract. After giving a fifteen (15) days' notice in writing of hisintention to do so, the owner shall be at liberty to sell and dispose of any suchgoods, in such manner as he shall think fit including public auction or privatetreaty and to apply the proceeds in or towards the satisfaction of such sum orsums due as aforesaid.25.3. After the completion of the works, the contractor shall remove from the siteunder the direction of the engineer the materials such as constructionequipment, erection tools and tackles, scaffolding etc. with the writtenpermission of the engineer. If the contractor fails to remove such materials,within 15 days of issue of a notice by the engineer to do so then the engineershall have the liberty to dispose of such materials as detailed under clause25.2 above and credit the proceeds thereto the account of the contractor.26.0 PROTECTION OF PROPERTY AND CONTRACTOR'S LIABILITY311410168 IV (D) - 14 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI26.1. The contractor shall be responsible for any damage resulting from hisoperations. He shall also be responsible for protection of all persons includingmembers of public and employees of the owner and the employees of othercontractors and sub-contractors and all public and private property includingstructures, buildings, other plants and equipment and utilities either above orbelow the ground.26.2. The contractor shall ensure provision of necessary safety equipment such asbarriers, sign-boards, warning lights and alarms, etc. to provide adequateprotection to persons and property. The contractor shall be responsible togive reasonable notice to the engineer and the owners of public or privateproperty and utilities when such property and utilities are likely to getdamaged or injured during the performance of his works and shall make allnecessary arrangements with such owners, related to removal and/orreplacement or protection of such property and utilities.27.0 PAINTINGAll exposed metal parts of the equipment including pipings, structure railingetc. wherever applicable, after installation unless otherwise surface protected, shallbe first painted with at least one coat of suitable primer which matches the shopprimer paint used, after thoroughly cleaning all such parts of all dirt, rust, scales,greases, oils and other foreign materials by wire brushing, scarping or sand blasting,and the same being inspected and approved by the engineer for painting. Afterwards,the above parts shall be finished with two coats of alloyed resin machinery enamelpaints. The quality of the finish paint shall be as per the standards of ISI or equivalentand to be of the colour as approved by the engineer.28.0 28.0 INSURANCE28.1. In addition to the conditions covered under the clause entitled insurance ingeneral terms and conditions of contract of this volume-1, the followingprovisions shall also apply to the portion of the works to be done beyond thecontractor's own or his sub-contractor's works.28.2. Workmen's compensation insurance311410168 IV (D) - 15 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIThis insurance shall protect the contractor against all claims applicable underthe Workmen's Compensation Act 1948 (Government of India). This policyshall also cover the contractor against claims for injury, disability disease ordeath of his or his sub-contractor's employees, which for any reason are notcovered under the Workmen's Compensation Act 1948. The liabilities shallnot be less than :Workmen's compensation : As per statutory provisionsEmployer's liability: As per statutory provisions28.3. Comprehensive Automobile InsuranceThis insurance shall be in such a form to protect the contractor against allclaims for injuries, disability, disease and death to members of publicincluding the owner's men and damage to the property of others arising fromthe use of motor vehicles during on or off the site operations, irrespective ofthe ownership of such vehicles.28.4. Comprehensive General Liability Insurance28.4.1. This insurance shall protect the contractor against all claims arising frominjuries, disabilities, disease or death of members of public or damage toproperty of others, due to any act or omission on the part of the contractor,his agents, his employees, his representatives and sub-contractors or fromriots, strikes and civil commotion. The insurance shall also cover all theliabilities of the contractor arising out of the clause entitled defence of suitsunder General Terms and Conditions of contracts of this volume. 1.28.4.2. The hazards to be covered shall pertain to all the works which and areaswhere the contractor, his sub-contractors, his agents and his employees haveto perform work pursuant to the contract.28.5. The above are only illustrative list of insurance covers normally required and itshall be the responsibility of the contractor to maintain all necessaryinsurance coverage to the extent both in time and amount to take care of allhis liabilities either direct or indirect, in pursuance of the contract.311410168 IV (D) - 16 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI29.0 UNFAVORABLE WORKING CONDITIONSThe contractor shall confine all his field operations to those works which canbe performed without subjecting the equipment and materials to adverse effects,during inclement weather conditions, like monsoon, storms, etc. and during otherunfavorable construction conditions. No field activities shall be performed by thecontractor under conditions which might adversely affect quality and efficiencythereof, unless special precautions or measures are taken by the contractor in aproper and satisfactory manner in performance of such works and with concurrenceof the engineer. Such unfavorable construction conditions shall in no way relieve thecontractor of his responsibility to perform works as per the schedule.30.0 PROTECTION OF MONUMENTS AND REFERENCE POINTSThe contractor shall ensure that any finds such as relic, antiquity, coins,fossils, etc. which he might come across during the course of performance of hisworks either during excavation or elsewhere, are properly protected and handed overto the engineer. Similarly the contractor shall ensure that the bench marks, referencepoints, etc., which are marked out either with the help of engineer or by the engineershall not be disturbed in any way during the performance of his works. If any work isto be performed which disturb such references, the same shall be done only afterthese are transferred to other suitable locations under the direction of the engineer.The contractor shall provide all necessary materials and assistance for suchrelocation of reference points etc.31.0 WORK AND SAFETY REGULATIONS31.1. The contractor shall ensure proper safety of all the workmen, materials plantand equipment belonging to him or the Company or to others, working at ornear the site. The contractor shall also be responsible for provision of allsafety notices and safety equipment required both by the relevant legislationand the engineer-in-charge as he may deem necessary.31.2. The contractor shall notify well in advance to the engineer-in-charge of hisintention to bring to the site any container filled with liquid or gaseous fuel orexplosive or petroleum substance or such chemicals which may involve311410168 IV (D) - 17 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIhazards. The engineer-in-charge shall have the right to prescribe theconditions, under which such container is to be stored, handled and usedduring the performance of the works and the contractor shall strictly adhere toand comply with such instructions. The engineer-in-charge shall have theright at his sole discretion to inspect any such container or such constructionplant/equipment for which material in the container is required to be used andif in his opinion, its use is not safe, he may forbid its' use. No claim due tosuch prohibition shall be entertained by the owner. Nor the owner shallentertain any claim of the contractor towards additional safetyprovisions/conditions to be provided for constructed as per engineer-incharge'sinstructions.Further any such decision of engineer-in-charge shall not, in any way, absolvethe contractor of his responsibilities, and in case, use of such a container orentry there of into the site area is forbidden by engineer-in-charge, thecontractor shall use alternative methods with the approval of engineer-inchargewithout any cost implication to Company or extension of workschedule.31.3. Where it is necessary to provide and/or store petroleum products orpetroleum mixtures and explosives, the contractor shall be responsible forcarrying out such provision and/or storage in accordance with the rules andregulations laid down in Petroleum Act 1934, Explosives Act 1948, andPetroleum and Carbide of Calcium Manual Published by the Chief Inspectorof Explosives of India. All such storage shall have prior approval of theengineer-in-charge . In case, any approvals are necessary from the ChiefInspector (Explosive) or any statutory authorities, the contractor shall beresponsible for obtaining the same.31.4. All equipment used in construction and erection by contractor shall meetIndian, Inter-national Standards and where such standards do not exist, thecontractor shall ensure these to be absolutely safe. All equipment shall bestrictly operated and maintained by the contractor in accordance withmanufacturer's operation manual and safety instructions and perGuidelines/Rules of the Company in this regard.311410168 IV (D) - 18 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI31.5. Periodical Examinations and all tests for all lifting/hoisting equipment andtackles shall be carried out in accordance with the relevant provisions ofFactories Act 1948, Indian Electricity Act 1910 and associated Laws/Rulesenforced from time to time. A register of such examinations and tests shall beproperly maintained by the contractor and shall be promptly produced as andwhen desired by engineer-in-charge or by the person authorised by him.31.6. The contract shall be fully responsible for the safe storage of his and his subcontractorsradio-active sources in accordance with BARC/DAE Rules andother applicable provisions. All precautionary measures stipulated byBARC/DAE in connection with use, storage and handling of such materialshall be taken by contractor.31.7. The contractor shall provide suitable safety equipment of prescribed standardto all employee and workmen according to the need, as may be directed byengineer-in-charge who shall also have right to examine these safetyequipment to determine their suitability, reliability, acceptability andadaptability.31.8. Where explosives are to be used, the same shall be used under the directcontrol and supervision of an expert, experienced, qualified and competentperson strictly in accordance with the code practices/rules framed underIndian Explosives Act pertaining to handling, storage and use of theexplosives.31.9. The contractor shall provide safe working conditions to all workmen andemployees at the site including safe means of access, railings, stairs, ladders,scaffoldings etc. The scaffoldings, stairs, ladders etc. shall be erected underthe control and supervision of an experienced and competent person. Forerection, good and standard quality of material only shall be used by thecontractor.31.10. The contractor shall not interfere or disturb electric fuses, wiring and otherelectrical equipment belonging to the owner or other contractors under anycircumstances, whatsoever, unless expressly permitted in writing by theCompany to handle such fuses, wiring or electrical equipment.311410168 IV (D) - 19 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI31.11. Before the contractor connects any electrical appliances to any plug or socketbelonging to the other contractor or owner, he shall:a) satisfy the engineer that the appliances is in good working conditionb) inform the engineer of the maximum current rating, voltage and phases ofthe appliances.c) obtain permission of the engineer detailing the sockets to which theappliances may be connected.31.12. The engineer shall not grant permission to connect until he is satisfied that:1. the appliance is in good condition and is fitted with a suitable plug.2. the appliance is fitted with a suitable cable having two earth conductors, oneof which shall be an earthed metal sheath surrounding the cores.31.13. No electric cable is in use by the contractor/owner shall be disturbed withoutprior permission. No weight of any description shall be imposed on any cableand no ladder or similar equipment shall rest against or attached to it.31.14. No repair work shall be carried out on any live equipment. The equipmentshall must be declared safe by engineer-in-charge and a permit to work shallbe issued by engineer-in-charge before any repair work is carried out by thecontractor. While working on electric lines/equipments whether alive or dead,suitable type and sufficient quantity of tools shall have to be provided bycontractor to electricians/workmen/officers.31.15. The contractor shall employ necessary number of qualified, full timeelectricians/ electrical supervisors to maintain in his temporary electricalinstallations.31.16. The contractor employing more than 250 workmen whether temporary,casual, probationer, regular or permanent or on contract, shall employ at leastone full time officer exclusively as safety officer to supervise safety aspects ofthe equipment and workmen who shall co-ordinate with the project safetyofficer. In case of work being carried out through sub-contractor's, the subcontractor'sworkmen/employees shall also be considered as the contractor'semployees/workmen for above purpose. The name and address of a suchsafety officer of contractor shall be promptly informed in writing to engineer-in-311410168 IV (D) - 20 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIcharge with a copy to safety officer-in charge before he starts work orimmediately after any change of the incumbent is made during currency of thecontract.31.17. In case any accident occurs during the construction/erection or otherassociated activities undertaken by the contractor thereby causing any minoror major or fatal injury to his employees due to any reason, whatsoever, itshall be the responsibility of the contractor to promptly inform the same to thecompany's engineer-in-charge in prescribed from and also to all theauthorities envisaged under the applicable laws.31.18. The engineer-in-charge shall have the right at his sole discretion to stop thework, if in his opinion the work is being carried out in such a way that it maycause accidents and endanger the safety of the persons and/or property,and/or equipment. In such cases, the contractor shall be informed in writingabout the nature of hazards and possible injury/accident and he shall complyto remove short comings promptly. The contractor after stopping the specificwork, can, if felt necessary, appeal against the order of stoppage of work tothe General Manager of the project within 3 days of such stoppage of workand decision of the project G.M in this respect shall be conclusive and bindingon the contractor.31.19. The contractor shall not be entitled for any damages/compensation forstoppage of work due to safety reasons as provided in para 31.18 above andthe period of such stoppage of work shall not be taken as an extension oftime for completion of work and shall not be the ground for waiver of levy ofliquidated damages.31.20. The contractor shall follow and comply with all the Company safety rulesrelevant provisions of applicable laws pertaining to the safety of workmen,employees, plant and equipment as may be prescribed from time to timewithout demur, protest or content or reservation. In case of any inconformitybetween statutory requirement and the Company safety rules referred above,the later shall be binding on the contractor unless the statutory provisions aremore stringent.311410168 IV (D) - 21 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI31.21. If the contractor fails in providing safe working environment as per theCompany safety rules or continues the work even after being instructed tostop work by engineer-in-charge as provided in para 31.18 above, thecontractor shall promptly pay to the Company, on demand i.e. by the ownercompensation at the rate of Rs. 5,000/= per day or part there of till theinstructions are complied with an so certified by engineer-in-charge. Howeverin case of accident taking place causing injury to any individual, the provisionscontained in para 31.22 shall also apply in addition to compensationmentioned in this para.31.22. If the contractor does not take all safety precautions and/or fails to complywith the safety rules as prescribed by the Company or under the applicablelaws for the safety of the equipment and plant and for the safety of personneland the contractor does not prevent hazardous conditions which cause injuryto his own employees or employees of other contractors, or the Companyemployees or any other person who are at site or adjacent thereto, thecontractor shall be responsible for payment of compensation under therelevant provisions of the workmen's compensation act and rules framedthere under or any other applicable laws as applicable from time to time.Permanent disablement shall have same meaning as indicated in workmen'scompensation act. The compensation mentioned above shall be in addition tothe compensation payable to the workmen/employees under the relevantprovisions of the workmen's compensation act and rules framed there underor any other applicable laws as applicable from time to time.In case the owner is made to pay such compensation then the contractor isliable to reimburse the owner such amount.32.0 CODE REQUIREMENTSThe erection requirements and procedures to be followed during theinstallation of the equipment shall be in accordance with the relevant Indian BoilerRegulations. ASME codes and accepted good engineering practice, the engineer'sdrawings and other applicable Indian recognised codes and the laws and regulationsof the Government of India.311410168 IV (D) - 22 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI33.0 FOUNDATION DRESSING AND GROUTING33.1. The surfaces of foundations shall be dressed to bring the top surface of thefoundations to the required level, prior to placement of equipment/equipmentbases on the foundations.33.2. All the equipment bases and structural steel base plates shall be grouted andfinished as per these specifications unless otherwise recommended by theequipment manufacturer.33.3. The concrete foundation surfaces shall be properly prepared by chipping,grinding as required to bring the type of such foundation to the required level,to provide the necessary roughness for bondage and to assure enoughbearing strength. All laitance and surface film shall be removed and cleaned.33.4. Grouting mixThe grouting mixtures shall be composed of Portland cement, sand andwater. The Portland cement to be used shall conform to ISI No. 269 orequivalent, sand shall conform to ISI No.383/2386 or equivalent. The groutproportions for flat based where the grouting space does not exceed 35 mmshall be 50 Kg bag of cement to 75 Kg of sand. Only the required quantity ofwater shall be added so as to make the mix quaky and flowable and the mixshall not show excess water on top when it is being puddled in place. Forthicker grout beds upto 65 mm, the amount of sand shall be increased to 105Kg per bag of cement. Bases which are hollow and are to be filed full ofgrouting shall be filled to a level of 25 mm above the outside rim with a mortarmix in the volumetric proportions of one bag of cement and 1.5 bags sandand 1.5 part 6 mm granite gravel. An acceptable plasticiser may be added tothe grout mixes in a proportion recommended by the plasticisersmanufacturer. All such grouts shall be thoroughly mixed for not less than fiveminutes in an approved mechanical mixer and shall be used immediatelyafter mixing.33.5. Placing of grout33.5.1. After the base has been prepared, its alignment and level has been checkedand approved and before actually placing the grout a low dam shall be set311410168 IV (D) - 23 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIaround the base at a distance that shall permit pouring and manipulation ofthe grout. The height of such dam shall be at least 25 mm above the bottomof the base. Suitable size and number of chains shall be introduced under thebase before placing the grout, so that such chains can be moved back andforth to push the grout into every part of the space under the base.33.5.2. The grout shall be poured either through grout holes if provided or shall bepoured at one side or at two adjacent sides giving it a pressure head to makethe grout move in a solid mass under the base and out in the opposite side.Pouring shall be continued until the entire space below the base is thoroughlyfilled and the grout stands at least 25 mm higher all around than the bottomof the base. Enough care should be taken to avoid any air or water pocketsbeneath the bases.33.6. Finishing of the edges of the groutThe poured grout should be allowed to stand undisturbed until it is well set.Immediately thereafter, the dam shall be removed and grout which extendsbeyond the edges of the structural or equipment base plates shall be out offflush and removed. The edges of the grout shall then be pointed and finishedwith 1:2 cement mortar pressed firmly to bond with the body of the grout andsmoothed with a tool to present a smooth vertical surface. The work shall bedone in a clean and scientific manner and the adjacent floor spaces, exposededges of the foundations, and structural steel and equipment base platesshall be thoroughly cleaned of any spillage of the grout.33.7. Checking of equipment after groutingAfter the grout is set and cured, the contractor shall check and verify thealignment of equipment, alignment of shafts of rotating machinery, the slopesof all bearing pedestals, centering of rotors with respect to their sealingbores, couplings, etc. as applicable and the like items to ensure that nodisplacement had taken place during grouting . The values recorded prior togrouting shall be used during such post grouting check-up and verifications.Such pre and post grout records of alignment details shall be maintained bythe contractor in a manner acceptable to the engineer.311410168 IV (D) - 24 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDI34.0 SHAFT ALIGNMENTSAll the shafts of rotating equipment shall be properly aligned to those of thematching equipment to as perfect an accuracy as practicable. The equipment shallbe free from excessive vibration so as to avoid over-heating of bearings or otherconditions which may tend to shorten the life of the equipment. All bearings, shaftsand other rotating parts shall be thoroughly cleaned and suitably lubricated beforestarting.35.0 DOWELINGAll the motors and other equipment shall be suitably doweled after alignmentof shafts with tapered machined dowels as per the direction of the engineer.36.0 CHECK OUT OF CONTROL SYSTEMS / POWER SUPPLYAfter completion of wiring, cabling furnished under separate specifications andlaid and terminated by the owner, the contractor shall check out the operation of allcontrol systems for the equipment furnished and installed under these specificationsand documents. The contractor shall get the drawings pertaining to the controlsystem, power supply etc. approved from Directorate General of Mine Safety(DGMS) or any other appropriate authority as necessary, wherever required as perthe rules and regulations of the Mines Act and Coal Mines Regulation governed byDGMS.37.0 COMMISSIONING SPARESThe contractor shall make arrangement for an adequate inventory at site ofnecessary commissioning spares prior to commissioning of the equipment furnishedand erected so that any damage or loss during this commissioning activitiesnecessitating the requirements of spares shall not come in the way of timelycompletion of the works under the contract.38.0 CABLING38.1. All cables shall be supported by conduits or cable tray run in air or in cablechannels. These shall be installed in exposed runs parallel or perpendicular todominant surfaces with right angle turn made of symmetrical bends or fittings.311410168 IV (D) - 25 Signature of tendererwith Seal & Date

Erection Conditions of ContractCMPDIWhen cables are run on cable trays, they shall be clamped at a minimuminterval of 2000 mm or otherwise as directed by the engineer.38.2. Each cable, whether power or control, shall be provided with a metallic orplastic of an approved type, bearing a cable reference number indicated inthe cable and conduit list (prepared by the contractor), at every 5 metre run orpart there of and at both ends or the cable adjacent to the terminations. Cablerouting is to be done in such a way that cables are accessible for anymaintenance and for easy identification.38.3. Sharp bending and kinking of cables shall be avoided. The minimum radii forPVC insulated cables 1100 V grade shall be 15D, where D is the over alldiameter of the cable. Installation of other cables like high voltage, coaxial,screened, compensating, mineral insulated shall be in accordance with thecable manufacturer's recommendations. Wherever cables cross roads andwater, oil, sewage or gas lines, special care should be taken for the protectionof the cables in designing the cable channels.38.4. In each cable run some extra length shall be kept at a suitable point to enableone to two straight through joints to be made should the cable develop fault ata later date.38.5. Control cable terminations shall be made in accordance with wiring diagrams,using identifying codes subject to engineer's approval. Multicore control cablejackets shall be removed as required to train and terminate the conductors.The cable jacket shall be left on the cable, as far as possible, to the point ofthe first conductor branch. The insulated conductors from which the jacket isremoved shall be neatly twined in bundles and terminated. The bundles shallbe firmly but not tightly tied utilising plastic or nylon ties or specially treatedfungus protected cord made for this purpose. Control cable conductorinsulation shall be securely and evenly cut.38.6. The connectors for control cables shall be covered with a transparentinsulating sleeve so as to prevent accidental contact with ground or adjacentterminals and shall preferably terminate Elmex terminals and washers. Theinsulating sleeve shall be fire resistant and shall be long enough to over-passthe conductor insulation. All control cables shall be fanned out and connectionmade to terminal blocks and test equipment for proper operation beforecables are corded together.311410168 IV (D) - 26 Signature of tendererwith Seal & Date

SECTION – V (A)Introduction

IntroductionCMPDISECTION – V (A)INTRODUCTION1.0 OBJECTIVEInstallation of 400 tph (dry solid) Demonstration- scale plant for dry deshalingof coal based on modified radiometric detection and pneumatic removal technology(ArdeeSort) inside Madhuband washery.2.0 LOCATION & COMMUNICATIONMadhuband coal Washery is located in the Madhuband mining area of theJharia coalfield in Dhanbad district of Jharkhand state, India falling in the BCCLcommand area. Madhuband is well connected by road and rail. The nearest railwaystation is Kirkend, which lies on Gomoh – Chkradharpur section of South EasternRailway. It is well connected by metalled roads from Dhanbad and Ranchi. It is about12 km from Dhanbad and about 160 km from Ranchi. A railway siding exists at thewashery for dispatch of final product.3.0 CLIMATIC CONDITIONSThe climate condition of the area is tropical, with monsoon prevailing duringthe months of June to Sept. during which the humidity can go upto 90% (approx).This is followed by the winter months of October to January. Spring and summerprevail from February to May. The maximum temperature recorded during summer is50 0 C. The drainage of the area leads to south-western side of river Damodar.4.0 SCOPE OF WORKThe scope of this tender consists of a package for single responsibilityassignment and includes supply & transportation of all materials, plant andmachinery (excluding ArdeeSort equipment complete in all respect-Refer Annexure-I)including electrical; instrumentation & telecommunication at site; civil & structuralworks, erection, dovetailing with the existing washery (wherever required) inconformity with the detailed-design provided by the company, testing,311410168 V (A) - 1 Signature of tendererwith Seal & Date

IntroductionCMPDIcommissioning, elimination of teething troubles, successful completion ofperformance guarantee test and finally handing over the plant as envisaged insystem description in satisfactory running condition.5.0 COMPLETION PERIODThe completion period (upto the successful completion of the trial test &commissioning) shall be 9 (nine) months. The zero date shall be considered from thedate of expiry of ten days from the issue of LOI / LOA or handing over the site whichever is later.311410168 V (A) - 2 Signature of tendererwith Seal & Date

SECTION – V (B)RAW COAL CHARACTERISTICS

Raw Coal CharacteristicsCMPDISECTION-V(B)RAW COAL CHARACTERISTICS1.0 TEST RESULTS1.1 Screen–cum–Ash Analysis (as Received Coal & Crushed down to 50 mm) :1.1.2 Muraidih OCPThe result of screen-cum-ash analysis of RoM coal and RoM coal crusheddown to 50 mm is given in Table – 1 below.TABLE –1Screen Cum-Ash Analysis of RoM CoalSize (mm) RoM Coal RoM Coal Crushed to – 50 mmWt % Ash % Moist. % Wt % Ash % Moist. %+200 2.3 40.6 0.6 - - -200-100 7.9 38.2 0.7 - - -100-75 23.0 38.6 0.6 - - -75-50 33.6 37.8 0.7 - - -50-25 18.5 37.4 0.4 57.6 39.8 0.825-13 6.3 35.0 0.5 18.3 35.2 0.713 -6 3.4 33.1 0.8 11.1 34.6 0.76-3 1.6 29.2 0.6 4.9 32.2 0.63-0.5 2.1 24.6 0.5 5.0 26.2 0.8-0.5 1.3 24.4 0.9 3.1 25.2 0.8Total 100.0 37.1 0.6 100.0 36.9 0.81.1.3 Block – II OCPThe result of screen-cum-ash analysis of RoM coal and of RoM coal crusheddown to 50 mm is given in Table-2 below.311410168 V(B) - 1Signature of tendererwith Seal & Date

Raw Coal CharacteristicsTABLE –2Screen Cum-Ash Analysis of RoM Coal Crushed to 50mmSize (mm) RoM Coal RoM Coal Crushed to – 50 mmWt % Ash % Moist. % Wt % Ash % Moist. %+200 2.6 55.1 1.1 - - -200-150 13.3 48.6 1.1 - - -150-100 15.3 46.1 1.2 - - -100-50 22.9 45.2 1.1 - - -50-25 19.4 41.9 1.2 49.0 47.7 1.125-13 7.8 41.7 1.2 16.8 45.0 1.113-6 5.4 42.3 1.2 11.0 44.1 1.26-3 4.2 42.4 1.0 6.9 43.0 1.23-0.5 3.5 41.9 1.1 7.5 38.2 1.3-0.5 5.6 42.0 1.4 8.8 36.6 1.3Total 100.0 44.6 1.2 100.0 44.8 1.2CMPDI2.1.2 Combined (Muraidih and Block-II OCP)The result of screen-cum-ash analysis of RoM coal and RoM coal crusheddown to 50 mm in respect of Muraidih OCP and Block - II OCP has been combined inthe ratio according to the % contribution i.e. 69.2 % & 30.8 % respectively and isgiven in Table-3Table –3Combined Screen Cum-Ash Analysis of RoM Coal Crushed to 50mmSize (mm) RoM Coal RoM Coal Crushed to – 50 mmWt % Ash % Moist. % Wt % Ash % Moist. %+200 2.4 45.5 0.8 - - -200-150 9.6 42.7 0.9 - - -150-100 20.6 40.5 0.7 - - -100-50 30.3 39.5 0.8 - - -50-25 18.8 38.8 0.7 55.0 42.0 0.925-13 6.8 37.4 0.8 17.8 38.0 0.813-6 4.0 36.9 1.0 11.1 37.5 0.96-3 2.4 36.3 0.8 5.5 36.4 0.83-0.5 2.5 32. 0.8 5.8 31.0 1.0-0.5 2.6 36.0 1.2 4.9 31.6 1.1Total 100.0 39.4 0.8 100.0 39.3 0.9311410168 V(B) - 2Signature of tendererwith Seal & Date

SECTION – V (C)Original Process Flow of MadhubanWashery

Original Process Flow of Madhuband WasheryCMPDISECTION – V (C)ORIGINAL PROCESS FLOW OF MADHUBAND WASHERY1.0 Madhuband washery of BCCL was installed and commissioned in 1983 witha raw coal input capacity of 2.0 Million tonnes per annum. It is a 3-productwashery producing clean coal, middling and rejects. Clean coal and middlingare despatched to Bokaro Steel Plant by rail for making metallurgical cokeand generation of power respectively.2.0 Flow scheme is broadly described below:• Transportation of run-of-mine (R.O.M.) coal (1200 mm) by mine dumpers tothe receiving hopper of 400 t capacity.• Crushing the ROM coal 1200 mm down to 200mm by Gyratory Crusher.• Crushing 200-50 mm coal down to 50mm in a Double Roll Crusher.• Storage of 50-0 mm crushed coal in a 10000 t Raw Coal Bunker.• Screening of 50-0 mm coal at 13 mm.• Crushing of +13 mm coal down to -13mm in Impact Crusher/ Hammer Mill.• Dedusting of entire (crushed & natural) -13mm coal so as to separate fines asfar as possible.• Desliming of 13-0mm coal at 0.5mm to yield two fractions i.e. 13-0.5mm and -0.5mm.• Washing 13-0.5 mm raw coal in improved Jig to yield 3 products namely cleancoal with ash below 17%, middlings with ash below 32% and rejects.311410168 V (C) - 1 Signature of tendererwith Seal & Date

Original Process Flow of Madhuband WasheryCMPDI• Re-washing -13mm middlings in heavy medium cyclones to arrest anymisplaced clean coal with space provision for crushing 13 mm middlings downto 6 mm and rewashing in HM Cyclones.• Collection of -0.5 mm coal slurry in radial thickener.• Treating -0.5mm fines by means of Froth Flotation to produce clean coal andtailings (rejects).• Storage of clean coal in a 5000 tonne clean coal Silo.• Storage of middlings in a 5000 tonne middlings Silo.• Transportation of rejects by conveyors which will finally discharge on to a twinboom stacker for storage of rejects on the ground outside the boundary of thewashery.311410168 V (C) - 2 Signature of tendererwith Seal & Date

SECTION – V (D)Scheme for Proposed DemonstrationPlant

Scheme for Proposed Demonstration PlantCMPDISECTION – V (D)SCHEME FOR PROPOSED DEMONSTRATION PLANT1.0 SALIENT FEATURES OF PROPOSED COAL DRYBENEFICIATION SYSTEM USING RADIOMETRICTECHNIQUE (ARDEESORT) AT MADHUBAND WASHERY,BCCLThe installation of 400 tph capacity demonstration plant inside the Madhubandwashery, (BCCL) for beneficiation of fine coal have been proposed within thescope of this tender. The equipment flow diagram of the demonstration plant isgiven in Drawing No. BCCL/00/EFD/001.The location of different equipmentinside the main washing plant at different floor is shown in Drawing No.BCCL/BE/00/TPL-001, BCCL/BE/SDP/002, BCCL/BE/SDP/003,BCCL/DE/)!/FDN-001, BCCL/BE/02/RBC/00, BCCL/BE/02/RBC-1&2/01,BCCL/BE/02/RBC-3/02 , BCCL/BE/02/RBC-4/03, BCCL/BE/02/RBC-5/04, andBCCL/BE/02/TRUSSThe brief description of the proposed scheme as elaborated in theaforementioned Process Flow Diagram is described below.- Collection of (-) 50mm crushed coal from reversible belt conveyor 507A &507B in the ground floor of secondary crusher house by proposed beltconveyorRBC-1.- Transfer of crushed coal from RBC-1 to RBC-2 and then to proposeddeshaling plant.- Screening of crushed coal in Double deck screen to have three fraction, viz.,+50 mm (over size), 50-13mm and -13mm (under size).- The overflow and underflow, i.e. +50 mm and – 13 mm, are combined and fedvia chute to deshaled coal belt RBC-4.311410168 V (D) - 1 Signature of tendererwith Seal & Date

Scheme for Proposed Demonstration PlantCMPDI- The size fraction 50-13mm are taken to Single deck screen to obtain twofraction, viz., 50-25mm and 25-13mm- Transfer of 50-25mm and 25-13mm size coal to Surge hopper of ArdeeSortmodule.- Feeding of coal through an electromagnetic feeder to the ArdeeSort module.- Deshaling of coal in the proposed ArdeeSort moudles- The deshaled coal and rejects are collected on separate belt conveyor RBC-4and RBC-3 respectively through chute.- Transfer of deshaled coal , +50mm and natural -13mm coal to reversible beltconveyor RBC-5 to be installed in existing secondary crusher house.- Transfer of coal from reversible belt conveyor No. RBC-5 to existing beltconveyor No. 701A & 701B for storage in the existing storage bunker andtreatment in the existing washery- Storage of reject produced from ArdeeSort in the existing reject hopperthrough proposed belt conveyor RBC-3 for further disposal.2.0 CAPACITY AND OPERATING CONDITION OF THEPROPOSED PLANTInstallation of four ArdeeSort modules of 400 tph raw coal throughputcapacity, along with all accessories.The plant shall operate for all the three shifts of 8 hours each per day, 300days in a year (i.e. operational hours same as that in practice in existing raw coalcircuit of Maduband washery).311410168 V (D) - 2 Signature of tendererwith Seal & Date

Scheme for Proposed Demonstration PlantCMPDI3.0 SCOPE OF WORK3.1 The tenderer shall quote for an integrated scheme for Installation of aArdeeSort modules of 400tph capacity raw coal feed along with all accessories asper given below.a) Supply of all equipment including electrical, instrumentation &telecommunication, chutes, pipes etc. accept ArdeeSort modules.(referAnnexure - 2)b) Installation of all equipment (including ArdeeSort modules) and all beltconveyors including electrical, instrumentation & telecommunication at site.c) Dovetailing with the existing system wherever required.d) testing, commissioning, elimination of teething troubles, successfulcompletion of performance guarantee test and finally handing over the plantas envisaged in system description in satisfactory running condition.3.2 The tenderer shall supply all other equipment that required for installation &completion of the proposed plant.4.0 POLLUTION CONTROL ARRANGEMENT4.1 As per DGMS circular, the noise level should be as low as possible but in nocase, it should be more than 85 dB. The tenderer shall spell out the expectednoise level and the specific measures adopted in selection of the equipmentand steps envisaged in operation to limit the noise level to the barest minimumachievable level.4.2 The tenderer shall spell out the specific measures adopted to avoid pollutionof air, water, noise etc. as emphasised by State/ Central Pollution ControlBoards and Smoke Nuisance Directorate and if any, he shall be responsiblefor the same.311410168 V (D) - 3 Signature of tendererwith Seal & Date

Scheme for Proposed Demonstration PlantCMPDI5.0 MAINTENANCE FACILITIESAdequate numbers of Electric Hoist/ Chain pulley blocks of suitable capacitywith proper arrangement shall be provided at strategic locations of the plant (withinthe scope of the work) by the tenderer for carrying out the maintenance work.6.0 EQUIPMENTThe requirement of the major equipment are broadly mentioned in the scopeand also in Annexure – 2. However, all the equipment necessary to operate the plantare under the scope of this tender.7.0 COMMUNICATION SYSTEMThe tenderer shall provide communication system as described else whereinthe document for smooth & efficient operation of the proposed plant within the scopeof the work.8.0 FIRE FIGHTING ARRANGEMENTNecessary fire fighting arrangement shall be provided at all strategic pointsas per BIS norms. The system shall also have to comply with provision of FactoryAct/Rules for fire fighting arrangement.311410168 V (D) - 4 Signature of tendererwith Seal & Date

SECTION – V (E)Mechanical Engineering Works

Mechanical Engg WorksCMPDISECTION – V (E)MECHANICAL ENGINEERING WORKS1.0 SCOPE OF WORKAll the plant, machinery, equipment and their component parts shall complywith the relevant Indian Standards laid down so far. Where such standards are notavailable, these shall comply with the equivalent internationally accepted standardslike British/ American/ DIN etc. with necessary modification as required to suit Indianconditions.The selection, design & manufacture/ fabrication of Plant & Equipment shallbe reliable, efficient, economical and shall be suitable for the intended services,described in the Tender Specifications Document. Every equipment and machinery tobe supplied by the tenderer shall be complete in all respects and shall be specifiedclearly giving all specification such as size, capacity, make, material of constructionetc. As far as possible, units shall be such as to enable inter-changeability withsimilar units and thus reduce the quantity of spares requirement subject to thecondition that this shall be of adequate capacity & size for the duty involved.Unless otherwise stated, all equipment shall be designed to withstandminimum 20% intermittent overload over normal capacity for safe mechanicaloperation.As far as possible, all equipment shall be assembled at manufacturer'sworks on a suitable base for proper assembly/alignment and shall be subject tointernal inspection and testing by the successful tenderer as per standard practiceprior to offering them for inspection by the purchaser. For equipment requiringassembly at site, major components shall be covered by polythene in position beforepacking the same in wooden boxes, to prevent311410168 V(E) - 1 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIingress of dirt, grease etc. All fabrications and assembly areas shall be keptclean and free from contamination and during fabrication all equipment, pipes etc.shall be kept sealed to the extent possible to avoid ingress of foreign materials.All equipment shall be complete with approved safety devices againstpotential hazards to personnel and adequate provision of safe access to and aroundthe equipment for operation and maintenance shall also be kept.All equipment shall be complete with adequate commissioning spares andfirst fill of oil/ grease/ lubricant.Suitable working platforms, walkways, ladders, lifting tools and tacklesrequired for above shall be provided.2.0 BELT CONVEYORSThe elevating gradient of belt conveyors shall be limited to 16o. Conveyorsfor coal transportation shall be designed based on IS 4776 Part I & II, IS 8598 and IS8531.2.1 Scope of SupplyThese specifications cover manufacturing, testing before despatch, deliveryat site, erection and commissioning of complete belt conveyor system.The scope of supply shall include complete conveyor systems in requiredquantity in terms of the detailed specifications, given hereunder, for efficient andsmooth operation of the Plant. It shall inter-alia include the following:2.1.1 Conveyor FrameThe conveyor frame shall consist of minimum ISMC 150 stringers connectedby “N” shaped cross bracings of minimum ISA 50x50x6. Individual sectionsshall be of such length so as to facilitate easy assembly at site without anymatch marks and having any reference to left and right of the conveyor. Atthe same time top and bottom idler frames when assembled on the stringer311410168 V(E) - 2 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIshall have their position at right angles to the longitudinal axis of theconveyor.The conveyor frame shall be complete with stools for supporting stringers.Holes for fixing the supporting stools shall be drilled on stringer channel forintermediate structures. Stools for support of conveyor frames shall consist ofvertical supports with base plate to enable fixing of stools on foundation. Theheight of the stools shall be such as to give clearance between return rollerand ground of atleast 500mm. The base plates of the stools shall be suitablydrilled for grouting.2.1.2 Idlersi) Diameter, thickness of roller tubes and bearing bores for carrying idlers, returnidlers, impact idlers should be mentioned clearly for different widths to suit theduty condition. However, in no case, it shall be lower than the following :ii)iii)Impact Return Carrying IdlerIdler Idler Upto 1200 mmBelt WidthAbove 1200mm Belt WidthD.D. of Steel Tube (mm) 106.0 108.0 152.0 168.0Tube thickness(mm) 5.4 5.4 5.4 5.4Bearing Bore (mm) 35.0 30.0 30.0 30.0D.D. of Rubber Disc.(mm) 190.0Idlers spacing in mm (Maximum)Belt WidthCarrying idlerReturn(mm) Bulk Density lessthan 1000 kg/cu.mBulk Density more than1000 kg/cu.mIdlerUp to 1000 1350 1200 2700Above 1000 1200 900 2400Bearing for Idler RollersCarrying idlers (except the impact idlers) and their return idler shall beprovided with suitable size single row deep groove ball bearing with C3clearance and heavy duty type and the impact idlers with taper roller bearingsof suitable size. The life of the bearings shall be guaranteed for a minimumperiod of 30,000 working hours.311410168 V(E) - 3 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIiv)Idler ShaftIdler shaft shall be made of EN-8 of BS:970 or C-35 of IS: 1570 or equivalentquality steel and suitable size for the duty requirement.v) Idler ArrangementThe carrying idler set shall generally consist of three rollers of equal lengths.The angle of inclination of side rollers to horizontal shall be 35 Deg.Depending on the requirement, flat tubular type carrying idler shall also beused. Forward tilt (upto 2 Deg.) of side rollers of carrying idlers shall beprovided. It shall, however, not to exceed 2 Deg.vi)Return IdlersThe return idlers shall be of single roll type.vii)Impact IdlersThe impact idler shall be used at all loading and transfer points. Minimum 7sets of impact idlers (each having three idlers) shall be provided for eachloading and transfer points.viii)Self-aligning IdlersThe self–aligning troughing idlers (2 sets) shall be provided at 5 metersspacing from head and tail drums and the spacing of intermediate self aligningtroughing idlers shall be 15 meters.The self aligning return idlers ( 2 sets) shall be provided at 10 meters spacingfrom head and tail pulleys and the spacing of intermediate self-aligning returnidlers shall be 20 meters. The idler frame shall be suitably cradled about avertical pivot supported on bracings over a fixed plate.ix)Transition IdlersTransition idlers shall be used adjacent to head and tail drums to permit propersupport of loaded belt near the head and tail drums without excessive stress311410168 V(E) - 4 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIand stretch of the belt edges. Minimum 3 sets of transition idlers shall beprovided at both ends of conveyor. The transition length and the number oftransition idlers shall be selected depending upon the tension, type and sizeof belt, number of plies and other necessary governing factors in step of 5Deg., 10 Deg. & 20 Deg. However, necessary calculations shall be submittedfor approval.x) Clearance, gaps etc. for the carrying and return idlers shall conform to theIS:8593-1977 to the extent possible. Length of individual rolls shall conform toIS:1570 (Current).xi)xii)xiii)The idlers shall be sealed and greased for life. Idler bearings shall be providedwith suitable labyrinth seal on outer side and felt seal on inner side.The bearing housing of idler shall be made of processed steel and shall bepress fitted and shall preferably be completely welded with idler tube.Eccentricity/ Ovality of the idler shall be minimum and shall be mentionedspecifically for various sizes and in no case it should exceed 0.8 mm at anypoint along the shell. Idler shall be made of ERW seamless tubes. The spacefor greasing shall be clearly indicated on the drawing and quantity should alsobe indicated. It should not be less then 16 cc approx. on either side of eachidler.The friction factor of idlers shall not be more than 0.02.xiv)Idler BracketsThe brackets for the carrying idlers shall be of rigid frame construction towithstand shock loads resulting from large lumps. It shall be made of formedsections.xv)The fixing arrangement of carrying and return idlers shall be such as to permitadjustment of the idler sets for purposes of belt training. Allowance for suchadjustments should be provided on both side of the conveyor and the playshall not be less than 10mm on either side. All idlers shall be drop-in slot type.311410168 V(E) - 5 Signature of tendererwith seal and date

Mechanical Engg Works2.1.3 Reduction GearsCMPDIThese shall be suitable for continuous operation at full load and shall also besuitable for moderate shock loads. A minimum service factor of 1.6 overdriverating shall be taken for selection of the gearbox. For drive upto 30 HP wormgears shall be used and above that parallel shaft helical/bevel gears are tobe used. Open gearing system shall not be acceptable. The gear box shallbe of reputed make.2.1.4 CouplingsFlexible pin-bush couplings/ gear couplings shall be used for powertransmission depending upon the duty requirement. Type and size shallbeselected in accordance with the drive power requirement. However, flexiblepin bush couplings shall be provided both on low speed side and high speedside for all drives below 40 HP. Flexible gear couplings shall be used forpower transmission on low speed side for all drives above 40HP. Tractiontype fluid couplings shall be used for power transmission on high speed sidefor all drives.2.1.5 Drumsi) DiametersAll the drums shall be of welded steel constructions and statically balanced.Solid and discs shall be designed to give maximum strength. The diameters ofthe drums shall be as per IS: 8531 -1977. The machining tolerance ofindividual parts of the drum assembly should comply with IS:919 (Current).The diameter of the drum shall be maintained within the tolerance given in IS:8531-1977. The out of roundness shall not exceed +0.5% of the drumdiameter.ii) Face widths of the drums shall be as per IS: 8531-1977.iii)Shell thickness of the drums shall be suitable for taking bending loads on thedrums. The drive drum should be crowned and the shell thickness shall not beless than 12mm. This shall not be less than 10mm for tail pulley & otherdrums.311410168 V(E) - 6 Signature of tendererwith seal and date

Mechanical Engg Worksiv)Bearings & Plummer BlocksCMPDIAll drums shall be provided with self-aligning ball/roller bearings to suit loadingconditions. For heavy duty conditions, where shaft diameter exceeds 70mm,spherical roller bearing shall be provided.Plummer blocks shall be of cast steel and provided with grease nipples forlubrication purposes. All lubricating nipples shall be readily accessible withoutremoving the guards. Bearings shall be protected against ingress of dust andmoisture by providing suitable labyrinth/rubber seals on both sides. Life of thebearings shall not be less than 30,000 hours and the bearings shall beguaranteed for the same. The drums of same diameter shall have similar sizeand type of bearings.v) Drum ShaftsAll drum shafts shall be of EN-8 steel as per BS-970 (Current) /C-40 steel asper IS:1570 (Current).vi)vii)All drive drums shall be lagged. The lagging shall be done by vulcanizednatural rubber. The thickness of the lagging shall be 12mm. The rubberlagging shall have V-type herring bone pattern grooves (6mm wide x 6 mmdeep.) The apex of the grooves shall be in the belt travel direction.Alternatively, herring bone profiled wear resistant rubber bars moulded withaluminium reinforcement shall be preferred for easy replacement. The rubberlagging shall have a minimum durometer hardness of 55 Deg. Shore A –scale. Counter sunk, copper rivets and vulcanization shall be used to fix thelagging on the pulley.All drums of conveyors, 800 mm or more in face width, shall have stiffenersexcept the tail drum and bend drums on lesser tension side.2.1.6 Bed Frame & Foundation arrangementsi) The drive unit consisting of motor, reduction gear shall have a common bedframe. The motor, reduction gear and the drive drums shall be properlyaligned in the works of the manufacturer before the supply is affected. Suitable311410168 V(E) - 7 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIbracings, wherever necessary should be provided on the drive unit bed frameand super-structure.ii)The head drum unit, the take-up unit and the tail unit shall have suitablefoundation arrangement. Suitable bracings shall be provided on the structuresof these units wherever necessary.2.1.7 Decking PlateFormed steel sheet decking plates to protect the bottom belt against spillageshould be provided on the entire length of the conveyor. The thickness ofdecking plate shall not be less than 3.15 mm. The decking plate shall beprovided throughout the tunnel length, if any, for full length of flat beltconveyor.2.1.8 Skirt PlateCentrally located skirt plates shall be provided at every loading point for adistance of 5 meters to prevent spillage. At their commencement, these platesshall be placed about two thirds of the belt width apart and they shall widenout in the direction of the belt travel.These plates shall be mounted to give clearance of atleast 50mm from the beltsurface and this gap shall be closed by a soft rubber strip fixed to the skirtplates by means of slotted holes to permit adjustment necessitated by wear.The rubber strips shall be approx. 12mm thick and 150mm wide. Pieces ofconveyor belting shall not be used for this purpose. The skirts should flareslightly upwards from the chute to prevent the material from wedging.2.1.9 Belt Cleaning Arrangementi) Counter weighted or spring loaded double blade rubber scrapper shall beprovided at discharge drum. The rubber strip used with the scrapper shall beof soft rubber 12mm thick, 100mm wide for wide contact surface and shall befixed suitably to facilitate easy mounting,. The scrapped material shall bedropped in the main discharged chute through suitable arrangement.311410168 V(E) - 8 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIii) A ‘V’ type plough scrapper (60 deg. Angle) shall be provided on the return beltnear the tail drum. In conveyors using loop/vertical gravity take up ’V’ typeplough scrapper shall also be provided near the snub drum forming part oftake-up unit to prevent material spilled on the return belt, from damaging thebelt at the take-up drums.iii)All the conveyors shall be provided with one self cleaning type rubber discreturn idler located near the head drum for cleaning the return belt.2.1.10 Hold Back DeviceIntegral hold back devices alongwith gear box shall be provided for preventingrunning back of the conveyor belt in loaded conditions due to power failure orotherwise.2.1.11 Accessoriesi) Pull Chord SwitchFor stopping the conveyor from any point along the conveyor length, pullchord switches shall be provided on one side of the whole conveyor length.This shall be totally enclosed, dust and vermin proof, cast metal unit with tripand reset levels mounted along the main walkway side at regular interval of50meters (with minimum one per conveyor). The pull chord rope shall be ofPVC sheathed GI wires.ii)Belt Sway SwitchTotally enclosed dust & vermin proof belt sway switch shall be provided onboth sides along the conveyor length at a regular interval of 50 meters. Beltsway switches shall also be provided near head drum, tail drum and drivedrums. These switches shall be auto reset double contact type. One foradvance indication on excessive belt sway and the other for tripping of theconveyor.i) Zero Speed Switch/Belt sequence Switch311410168 V(E) - 9 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIOne number belt speed monitoring switch per conveyor shall be providedwhich shall stop the conveyor in case of slipping or snapping of the belt or incase belt speed falling below 80% of the rated speed. These switches shallalso serve as belt sequence switch for the preceding conveyor.2.1.12 Guardingi) Guarding on the conveyor drive shall comply with the relevant latest IndianStandards. The guards shall be of expanded metal conforming to IS:412(Current). The minimum clearance between the guard & moving parts & thesize of opening in guarding shall be as follows:Size of Opening (mm) Minimum Clearance(mm)Not Exceeding 10 25Over 10 upto & including 15 65Over 15 upto & including 30 100Over 30 upto & including 40 125Slots 30mm wide suitably reinforced may be provided in guards for insertionof bars for cleaning. The minimum distance between any moving parts of theconveyor and any part of the slot shall be 300mm.Guards shall totally enclose all parts as far as practicable. Prevent access tothe part e.g. for an in running belt, the guard around which an operator canput his arm shall extend atleast 900mm from the belt. All surface andoverhead conveyors shall have a walkway of 1.2m on both sides. In case ofthe traveling tripper conveyor, the following sub-clauses shall also apply.Access: Where main is any danger or trapping a person between the movingtripper conveyor and fixed observed other than its track, than shall beminimum clearance 1500mm.Guards: Guards shall be provided to prevent any trapping between thetraveling wheels and the rails.311410168 V(E) - 10 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDI2.1.13 Compliance with StandardsThe troughed belt conveyors shall comply with the relevant latest IndianStandard specifications. All components, materials and equipment used shallalso comply with the relevant latest Indian Standards specifications andcode of practices or in their absence. the BS/DIN/USA or equivalentInternational Standards, unless otherwise mentioned.2.1.14 Conveyor BeltingThe belting shall be suitable for operation under the duty conditions andcomply with all relevant Indian Standards/Codes.Skim coated plies are recommended for all conveyors having high materialimpact at loading points on the belts. The belting of the conveyors under thescope of the tender, should meet the following technical specifications:- Fabric Type : Nylon/Nylon- Minimum factor of safety : 10 for arriving at allowableWorking tension- Tension Utilisation factor : 80%- Cover grade : M-24- Approx. thickness (Ply) : 1.5-1.85 mm- Approx. weight : 15.75-19.75 g/cm/ply/mtr- Cover thickness : 5mm top/ 3mm bottom, or as per specificdesign requirement whichever is more.Belt shall have sufficient lateral flexibility so that it shall suit the troughingangle requirement even when it is empty and also shall have sufficient lateralstiffness. Belt shall have sufficient longitudinal flexibility so that it can easilyflex around different pulleys of the conveyor system.Belt shall have sufficient impact resistance to withstand impact at loadingpoints and shall be mildew inhibited, edge protected, open end skim coatedplies.311410168 V(E) - 11 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDI2.1.15 The tenderer shall submit a conveyor schedule giving complete specificationsas per format below:Sl.No.1 Quantity Nos.2 Width (approx.) Mm3 Troughing angle Deg.4 Length (approx.) M5 Speed (approx.) m/sec6 Peak capacity Tph7 Lift (approx.) M8 Type of drive9 Motor power kW10 Synchronous speed RPM11 Anti roll back device(mechanical typeParticulars Units ConveyorsRBC-1 RBC-2 RBC-3 RBC-4 RBC-512 Material to be conveyed13 Bulk density of thematerialt/m 314 Nominal lump size Mm15 Condition of material Moist or Wet16 Belt selectedi)Type of carcassii) Belt Joint3.0 SCREENSScreen shall be vibrating, rubber buffer/spring mounted and eithersuspension type or supported on the floors. Screens must have easy and quickscreen panel tensioning and replacement arrangement. Screen with drive shaftmounted at the top of the screens will be preferred. Ample space should be providedon either side and top of the screens and suitable lifting arrangement shall also beprovided to facilitate maintenance of the equipment/ unit. Normally the drive will bev-belt type or universal coupling type. The tenderer will submit a screen schedulegiving complete specifications as per format given hereinafterNo.Unitno.Cap(tph)Size(mm)LBMotorPower(KW)Aperture(mm)Amplitude(mm)Frequency(Cyclesper min)Make Type ** Circular throw, Linear motion, Double counterweight, etc.311410168 V(E) - 12 Signature of tendererwith seal and date

Mechanical Engg Works4.0 CHUTES AND LINERSCMPDI4.1 The chutes shall be fabricated from 10mm thick MS Plates by electric weldingas per relevant IS Codes of practices. These shall be provided with necessarystiffeners and brackets for supporting from the adjacent structures. The chutesshall be provided with wear resistant synthetic/rubber liner on their wearingand impact bearing surfaces. The minimum thickness of the synthetic/rubberliner shall be 40 mm and it shall have the shore hardness of 68 degree + 5degree A. The liner plate shall be high pressure moulded to ensure uniformcuring of thick sections. For all impact areas, the liner plates shall be ofstandard size and replaceable plate wise for ease or maintenance. For nonimpactareas, where only fine particles of coal are supposed to fall should belined with polymer liner plates of suitable thickness.4.2 The liners shall be fastened with a flexible system to minimize instantaneousimpact and hence reduce the wear rate. The fastening system shall be eitherthrough bolting or stud welded belting for quick installation. For all impactareas the bolt heads shall be protected by a rubber plug. The workingatmosphere shall be dusty, temperature shall range between 4 0 C and 50 0 Cand relative humidity up to 100%.5.0 ELECTRIC HOIST, CHAIN PULLEY BLOCK AND LIFTINGBEAMSElectric hoist of suitable capacity shall have to be provided at strategic pointsin primary shaft sizer house. In addition to above, lifting beams, hooks shall also haveto be provided wherever required.While designing layout of the plant and equipment, adequate space shall alsobe provided to facilitate safe maintenance of the equipment.311410168 V(E) - 13 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDI6.0 PAINTINGAll mechanical parts shall be coated with antirust varnish. On completion oferection, the exposed steel and iron parts shall be given two coats of approvedsynthetic painting after primer coating.The paint for M.S. plates and pipes shall consist of one primer coat afterperfect brushing and two finish coats. Normally, only the outside surface shall befinish painted.The surface to receive painting shall be scrapped and then thoroughly wirebrushed to remove loose rust, mill scale, oil, grease etc., so that the painting may beperformed uniformly and homogeneously. Care is to be taken to obtain minimumrequisite film thickness.7.0 LUBRICATIONPressure lubricating fittings and/or flat industrial button head type greasenipples of adequate size shall be provided on all bearings and machinery partsrequiring lubrication. Automatic feed lubricators may also be provided whereverneeded. Extension tubing shall be provided for all points otherwise inaccessible fromnormal working floors to facilitate lubrication.The machinery parts requiring lubrication shall be adequately and properlylubricated at the time of installation of the equipment. Lubricants used shall conformto relevant BIS or equivalent acceptable standards.8.0 FIRE FIGHTING SYSTEMNecessary fire fighting arrangement shall be provided at all strategic pointsas per TAC and other relevant standards. The system shall also have to comply withprovision of Factory Rules for fire fighting arrangement.311410168 V(E) - 14 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDI9.0 MAKE OF EQUIPMENT (MECHANICAL EQUIPMENT)All the equipment and accessories quoted for the plant shall be of reputedmake with proven performance. The Company preference for some of the equipmentis given hereafter. In addition to this, the tenderer may also quote any other make,which may be considered/ accepted by the purchaser provided the purchaser issatisfied with the furnished evidence and justification in support of the performance ofany such particular make of equipment quoted by the tenderer.Sl.No.Company preference Vendor ListItem DescriptionName of Approved Manufacturers1 CONVEYOR IDLERS ELECON/ TRF/ MBE/ HINDUSTANSHEET METALS/ KALI/ KRUPPINDUSTRIES/ HINDUSTAN UDYOG LTD,HI-TECH EQUIPMENT SYSTEM (P) LTD.2 CONVEYOR PULLEYS ELECON/TRF/ MBE/ HINDUSTAN SHEETMETAL/ KALI/ KRUPP IND/ HINDUSTANUDYOG LTD, HI-TECH EQUIPMENTSYSTEM (P) LTD.3 GEAR BOX ELECON/ GREAVES COTTON/FLENDER/ GEARS INDIA/ALLENBERRY/MCNEILL GEARS/DAVIDBROWN/ALLEN RANK/ RADICON4 COUPLING ELECON/NAW/ ROMA/ FENNER(FLEXIBLE/ GEARED)HI-CLIFF/ WELMAN BIBBY5 FLUID COUPLING PEMBRIL/ FLUID DRIVE/ FLUIDOMAT/ELECON/ VOITH INDIA6 BELT CONVEYOR ELECON/ MBE/ TRF/ L&T/ HINDUSTANSHEET METAL/ RADIANT/ APHMEL/KRUPP INDUSTRIES/ HINDUSTAN311410168 V(E) - 15 Signature of tendererwith seal and date

Mechanical Engg WorksUDYOG LTD/ HI-TECH EQUIPMENTSYSTEM (P) LTD.CMPDI7 BELTING MRF/ NIRLON/ ANDREW YULE/ HILTON/FENNER/ NORTHLAND RUBBER MILLS/ORIENT RUBBER ./ FORECH/HINDUSTAN RUBBER.8 CHUTE LINER TEGA/ KAVERI/ HILTON/ DEVI- RUBBER/WEAR RESISTANT TECHNOLOGIST9 CHAIN PULLEY BLOCK INDEF/ TRACTEL TIRFOR/ ELEMECHHOIST/GRIP ENGINEERS/ INDEF/GREAVES COTTON/ REVA ENGG/KANUBHAI/ BATLIBOI/TURBOFURGUSON/ SUREKA/ ARMSEL10 FIRE FIGHTING MAX/ THERMAX/ VIJAY/ F.HARLEY /MINIMAX/ APC/ TECHNOFAB/ STEEAGE/TECHNO INDIA/ PROJECTS & CONTROL11. ELECTRIC HOIST HOIST-O-MECH/GREAVES COTTON/ELEMECH HOIST/POWER BUILD/KANUBHAI/ INDEF/ BATLIBOI/ BRADY/TRACTEL/TRIFOR/ HITECH/ TURBO-FURUGUSON/ GRIPP ENGGG/SWIFT(GREAVES)/KM ENGG./SUREKA12. VIBRATING SCREENS TRF/IC/HYDIND/ELECON/MBEORIENT/SAYAJI/BUCKAU0-WOLFL&T/HUMBOLDT WEDAG, IMT13. LINER TEGA/ TISCAL/ HILTON/ KAVERI311410168 V(E) - 16 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDI10.0 INSTALLATION & ERECTION10.1 All the mechanical and electrical equipment installation shall be under thesupervision of experienced, competent and qualified engineers in therespective field.10.2 All installations of mechanical and electrical equipment along with itsaccessories and materials shall conform to the Indian Electricity Rules, FactoryRules & relevant current Indian Standard specifications and code of practice.Where no Indian specifications are available, the same shall conform toBSS/DIN/ US/ any equivalent International Standards or generally acceptedsound engineering practices.10.3 All the mechanical & electrical equipment associated in the system shall beprovided with sufficient space around it for approach to the equipment for thepurpose of easy operation, maintenance and inspection.10.4 All the mechanical & electrical equipment along with their accessories shall beproperly secured with proper locking and other means to avoid noise andvibration of the equipment and its different components.10.5 All the equipment shall be given proper safety enclosures with sufficientmoving space and all the rotating parts shall be covered by suitableenclosures/ safety guards.10.6 Initial filling of oil and lubricant shall be done by the contractor as per therequirement of individual machine.11.0 EQUIPMENT COMPONENT DETAILSIn respect of all the mechanical/ electrical/ electronic equipment/ component,the tenderer shall have to furnish their full technical details covering capacity, make,type, size, weight, quantity, performance parameters, specific technical features,descriptive pamphlets, past performance certificate, operational manuals, detailed311410168 V(E) - 17 Signature of tendererwith seal and date

Mechanical Engg WorksCMPDIcircuit diagrams with components specifications, installation and maintenancemanuals etc. as far as possible and as applicable.Drawings, pamphlets and literature of the main equipment shall be furnishedalong with the offer.311410168 V(E) - 18 Signature of tendererwith seal and date

SECTION – V (F)Electrical Engineering Works

Electrical Engg Works & SpecificationCMPDISECTION – V (F)ELECTRICAL ENGINEERING WORKS & SPECIFICATION1.0 SCOPE OF WORKThe scope of work of this tender shall broadly covers, supply of equipment,erection, testing, commissioning and finally handing over of the plant in satisfactoryrunning condition after the final test in respect of electrical system. The EntireElectrical works shall be conforming to Indian Electricity Rules and relevant IndianStandards.The scope of work broadly covers as follows:a) Power for the proposed Deshaling plant shall be received throughsuitably rated 6.6kV grade XLPE cable from 33/ 6.6kV sub-station of thewashery. One no. feeder from the existing 6.6kV distribution board isavailable for feeding power to Transformer of the proposed Deshalingplant. (The existing feeder shall be renovated as per the requirement.)b) One indoor sub-station with 750kVA, 6.6kV/415V transformer has beenconsidered to feed power to the MCC of the proposed Deshaling plant.The sub-station will be located in the proposed plant.c) Supply and Installation of one no of MCC panel for supply power to thedrives located in different position (including capacitor banl).d) Supply and Installation of Power, Control and Lighting Cables.e) Supply of the Illumination system external & internal for the proposedplant.f) Supply and Installation of Earthing System.g) Other works as required for.311410168 V(F) - 1 Signature of Tendererwith Seal & Date

Electrical Engg Works & Specification2.0 PROPOSED POWER SUPPLY SCHEMECMPDI2.1 Indoor Sub-stationOne indoor type sub-station with 750 kVA, 6.6kV/415V transformer has beenconsidered to feed power to the MCC of the proposed deshaling plant. Thesub-station will be located in the proposed plant.The single line power supply and distribution diagram is shown in Drg. No.Hq/311410168/04/013.0 SELECTION OF EQUIPMENT3.1 All electrical equipment design, supply, installation, testing & commissioningshall conform to the Indian Electricity Rules & Relevant Indian StandardSpecifications. The equipment shall be rated for continuous operation andshall be suitable for heavy coal dust laden atmosphere with an ambienttemperature of 50 o C and 100% humidity. The equipment shall be suitable foroperation with the following system particulars :Utilisation Voltage : 415V for Motors upto160 kW.230 V for IlluminationFrequency : 50 Hz.Phase : 3 (Three).Neutral : Solidly earthed.Fault level : 31 MVA at 415V for 1 secondVoltage Variation : + 5% at 415VFrequency Variation : + 3%Control Voltage : 220 V AC.4.0 SPECIFICATION OF TRANSFORMER4.1 GeneralThe transformer shall comply with the latest revisions of IS : 2026 and IEC :76 except where modified or extended by the provisions of this specification.311410168 V(F) - 2 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIAny material and component not specifically stated in this specification butnecessary for trouble free operation of the equipment and accessoriesspecified herein shall deemed to be included.4.2 Other Relevant StandardsThe other relevant standards applicable are as under:IS : 10561 : Application guide for power transformers.IS : 10028 : Code of practice for selection, installation andmaintenance of transformers.IS : 1866 : Code of practice for maintenance supervision of mineralinsulating oil.IS : 2099 : Bushing for alternating voltage above 1000V.IS : 3639 : Fittings and accessories for power transformers.IS : 335 : New insulating oil for transformers.IS : 6600 : Guide for loading transformers.IS : 2705 : Current transformers.IS : 3043 : Code of practice for earthing.IS : 2147 : Degree of protection provided by enclosures for lowvoltage switchgear and control gear.IS : 1554 : PVC insulated(heavy duty)electric cables-1100V(Part-I).IS : 7404 : Paper covered copper conductors.IS : 104 : Primary paints for steel surfaces.IS : 2932 : Final paints for steel surfaces.IS : 5 : Colour for ready mix paints.a) Equipment +10 percent variation (combined) of voltage and frequency.b) Continuous operation at rated kVA at each of the tap voltagesc) Over loading of units as indicated in IS:6600d) Temperature rise limited to the following values:Cooling Oil WindingONAN 45 0 C to 55 0 C -311410168 V(F) - 3 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDISl.No.Detail Technical Parameters of 750 kVA TransformerDescriptionRating1 Rated capacity : 750 kVA2 Quantity : 1no3 Location : Indoor Sub-station4 Type of transformer : Core type oil immersed for nonparallel operation5 Number of phases : 36 Frequency ; 50 Hz+ 3% to -3%7 Location ; Indoor8 Type of cooling ; ONAN9 Type of oil ; Mineral oil10 Rated voltageHV WindingLV Winding11 Highest system voltageHV WindingLV Winding::12 Impedance voltage at rated current : -13 Method of system earthingHV Winding:LV Winding:::6600Volts + 10%415Volts + 5%---------- Volts--------- VoltsNilSolid14 Rated insulation level :One minute power frequency withstand :voltageSwitching impulse withstand test voltage :with standard full wave for windings 1/50microseconds.Lightning withstand test voltage with :standard full wave for winding for 1.2/50microseconds.15 Connection symbol : DY1116 Earthing of neutral terminals : Required for LV windings17 Tap changer type : +2.5%, +5%, +7.5%, +10%,+12%18 Tapings :19 Terminal Arrangementa) HV sideb) LV side20 a) Temperature rise (over Ambient ) in Oilb) Temperature rise (over Ambient) inWinding::::Cable box to suit suitable sizePVCSWA (Al) cableBare bushing for flexibleconnection through flangemounted on tank for bus duct45 0 C55 0 C21 Type of Winding : Double wound copper22 Auxiliary supply voltage for alarm & relay : 230 V AC23 Standard applicable for transformer : IS : 2026 (Current)24 Standard applicable for oil used : IS : 335 (Current)311410168 V(F) - 4 Signature of Tendererwith Seal & Date

Electrical Engg Works & Specification5.0 MOTOR CONTROL CENTRE (MCC)CMPDIEach motor feeder shall have suitably rated MCCB, Contactor and Overloadrelay. Also all feeders in the MCC panel shall be provided with an indication lamp toindicate running of respective drive.Power to the allied equipment like Welding socket outlets, shall be providedfrom the MCC through switch-fuse unit.5.1 Specification for Motor Control Centre (MCC)5.1.1 GeneralThis specification covers requirements for 415V LT Motor Control Centre(MCC) incorporating MCCB or fuse switch units or any combination of these.The Motor Control Centre (MCC) shall comply with the latest version of IS:8623 & IEC 439-1 except where modified or extended by this specific andwith the relevant parts of standards mentioned in elsewhere.Any material and component not specifically stated in this specification butnecessary for trouble free operation of the motor and its accessoriesspecified herein shall be deemed to be included.5.1.2 Constructional Details of MCCMotor Control Centre (MCC), shall be of metal enclosed, indoor, floormounted, free-standing type.All switchboard frames and load bearing members shall be fabricated usingsuitable mild steel structural sections or pressed and shaped cold-rolledsheet steel of thickness not less than 2.0 mm. Frames shall be enclosed incold-rolled sheet steel of thickness not less than 1.6mm. Doors and coversshall also be of cold rolled sheet steel of thickness not less than 1.6 mm.Stiffeners shall be provided wherever necessary. The gland plates thicknessshall be 3.0 mm 9minimum) for hot/cold rolled sheet steel and 4.0mm(minimum) for nonmagnetic material.311410168 V(F) - 5 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIAll panel edges and cover/door edges shall be reinforced against distortionby rolling, bending or by the addition of welded reinforcement members. Thetop covers of the panels should be designed such that they do notpermanently bulge/bend by the weight of maintenance personnel working onit.The complete structures shall be rigid, self-supporting, and free from flaws,twists and bends. All cutouts shall be true in shape and devoid of sharpedges.All switchboards shall be of dust-proof and vermin-proof construction andshall be provided with a degree of protection of IP 52.All switchboards shall be of dust-proof and vermin-proof construction andshall be provided with a degree of protection of IP 52. However, the busbarchambers having a degree of protection of IP 42 are also acceptable wherecontinuous busbar rating is 850A and above. Provision shall be made in allcompartments for providing IP: 52 degree of protection, when circuit-breakeror module trolley has been removed. All cutouts shall be provided withsynthetic rubber gaskets, The switchboards which are meant for outdoor dutyshall be provided with degree of protection of IP:54.Provision of louvers on switchboards would not be preferred. However,louvers backed with metal screen are acceptable on the busbar chamberswhere continuous busbar rating in 850A and above.All switchboards shall be of uniform height not exceeding 2100mm.Switchboards shall be easily extendable on both sides by the addition ofvertical sections after removing the end covers.Switchboards shall be supplied with base frames made of structural steelsections alongwith all necessary mounting hardware required for weldingdown the base frame to the foundation/ steel insert plates. The base frameheight shall be such that floor finishing (50 mm thick) after erection of theswitchboards does not obstruct the movement of doors, covers withdrawablemodules etc.311410168 V(F) - 6 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIAll switchboards shall be divided into distinct vertical sections (panels), eachcomprising of the following compartments.5.1.3 ContactorsMotor starter contractors will be of air break, electro magnetic type rated foruninterrupted duty.Contactors will be double break, non-gravity type and their main contacts willbe silver faced.Each contactor will be provided with required number of normally open (NO)and normally closed (NC) auxiliary contacts.Operating coils of contactors will be of 220 AC. The contactors will operatesatisfactorily 85% to 110% of the rated voltage. The contactor will not dropout at 70% of the rated voltage, but will definitely drop out at 20% of the ratedvoltage.Motor protection Relay – Motor protection relay will be provided to providecomprehensive protection to the motors.Earth Leakage Protection – All the outgoing feeders will be equipped withearth leakage protection.5.1.4 Overload RelayThe Bi-metallic overload relay shall be suitable for contactor mounting. Theauxiliary contacts of the overload relays shall be provided with quick makeand break mechanism. The over-load relay shall be three elements, time lag;with auto reset/ hand reset mechanism. The relay shall be provided with anambient temperature-compensating device to offset the effect of ambienttemperature variation.311410168 V(F) - 7 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDI5.1.5 Technical Parameters of 415V MCCDetail Technical Parameters of MCCSl No. Item Description1 Applicable Standard : IS 86232 Enclosure : Single front3 Protection of Enclosure : IP:52 for indoor4 Location : Indoor5 Rated Voltage : 415V6 Rated Control Voltage : 220V AC7 Bus Bar System : TPN, Aluminum8 Bus Bar Rating : Horizontal main bus 400Amps,.9 Short time rating : 50kA for 1 Sec10 Power frequency withstandvoltage: 2.5kV for 1 min for Bus bars &Breakers, Switches &Contactors 2kV for 1 min forrelays, Timers, Transformers.11 Duty of Power Contactors : AC3 for non reversible & AC4for reversible13 Duty of Auxiliary Contactors : AC114 Category of Switches : AC23 for fuse switches & AC22for auxiliary devices15 Type of Control Transformer : Dry type, 415/110V ofadequate rating17 Cable Entry : Bottom/Top18 Earthing : Main Bus-Aluminum 300 Sq.mm Vertical Bus-150Sq. mm19 Dimension of a Single Panel : As required20 Paint & Finish : Panel outer surface-SmokeGreyPanel inner Surface-GlossyWhiteName plate- Non rustingmaterial21 Requirement for Local operationonly: As required6.0 CONTROL DESKThe proposed Deshaling plant shall be controlled from a control desk to beinstalled in the plant and system shall work on relay logic system to commensuratewith existing relay logic system of Madhuband washery.The proposed system shall be interlocked with the existing plant where evernecessary for smooth operation of the plant.311410168 V(F) - 8 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIThe control desk shall be located in the proposed plant in a dust freeenvironment.Start- stop facility with local – remote facility along with mimic diagram has tobe provided in the control desk.7.0 CABLES7.1 XLPE cable of suitably rated 6.6kV grade has been considered for feedingpower to Deshaling plant. The indoor transformer of the proposed Deshalingplant will received power from spare feeder of 33/6.6kV sub-station of thewashery through XLPE cables.All outdoor cable at the plant site are to be laid in trenches and partly on thecable supporting structures where ever required along the outdoor walls ofbuildings and galleries.Indoor cables are to be laid on cable supporting structures under floors,along wall as well as in pipes and in bottom level doors, where cable reachthe electrical equipment.7.2 Specification for 1100 V grade Power CablesThis specification covers requirements of 1.1kV grade PVC insulated (heavyduty) armoured Aluminum conductor electric cables. The cable shall complywith the latest version of IS: 1554(Part-1) except where modified or extendedby this specification and with the relevant parts of standards mentionedelsewhere. Any material, component or accessory not specifically stated inthis specification but necessary for trouble free operation shall be deemed tobe included.7.3 Specification for 660V grade Control CablesThis specification covers requirements of 660V grade PVC insulatedArmoured Copper conductor control cables. The cable shall comply with thelatest version of IS : 1554(Part-1) except where modified or extended by thisspecification and with the relevant parts of standards mentioned elsewhere.311410168 V(F) - 9 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIAny material, component or accessory not specifically stated in thisspecification but necessary for trouble free operation shall be deemed to beincluded.7.4 Technical Information:Applicable Code - IS 1554 (Part-I )Cable Code - YWY/YFYVoltage Grade - 660VConductor Size - 1.5(internal ) /2.5 (external) mm 2No. of Cores - As required7.5 Specification for Accessories of CablingThe Specification covers the requirements for accessories of cabling worklike cable trays, cable ladders, PVC & Steel conduits and fittings, supportsystems.Any material, component or accessory not specifically stated in thisspecification but necessary for trouble free operation shall be deemed to beincluded.Nothing in this specification shall be construed as to relieve the bidder of theresponsibility for correctness of the design and construction of theequipment.7.6 CodesThe applicable codes are as under :IS 732 - Codes of practice for electrical wiringIS 513 - Cold rolled low carbon steel and strips.IS 1079 - Hot rolled carbon steel and strips.IS 9537 - Conduits for electrical installationIS 2667 - Fittings for rigid steel conduits for electrical wiring.IS 2629 - Recommended practice for hot dip galvanizing.311410168 V(F) - 10 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDI7.7 Conduits, Fittings and AccessoriesConduits offered shall be rigid steel & PVC complete with fittings andaccessories ( like bends, check nuts, sockets etc). The size of the conduitshall be selected on the basis of maximum 40% fill factor and in accordancewith relevant code.a) Rigid Steel ConduitsRigid steel conduits conforming to relevant codes shall be threaded on bothsides and suitable for mechanical stresses. Conduits shall be smooth atinside and outside. Conduits shall be plugged by PVC caps at the ends forstorage and transportation. Fittings and accessories shall also be hot dipgalvanized.b) Junction/ Joint BoxesJunction box/ Cable joint boxes with IP:55 degree of protection, shallcomprise a case and a detachable cover or hinged doors constructed out ofcold rolled steel sheet of minimum thickness 2 mm. Top of the boxes shallbe arranged to slope towards rear of the box. Gland plate shall be 3mm thicksheet steel with neoprene/ synthetic rubber gaskets. Twenty percent spareterminals shall be provided in each terminal block.8.0 LOCAL PUSH BUTTON STATIONLocal Push button station (LCS) shall be metal enclosed, suitable foroutdoor/indoor mounting on wall or steel structures. The enclosure shall be die-castaluminum or cold rolled sheet steel of at least 1.6mm thickness. The enclosure shallbe provided with a hinged guard at the front, covering full length, to avoid inadvertentoperation of push buttons. LCS shall be painted to shade no. 692 of IS:5 inaccordance with relevant code. The LCS shall be dust and vermin proof and shallhave a degree of protection of IP-53 as per the relevant code.The LCS shall be suitable for both top and bottom cable entry and shall beprovided with removable undrilled gland plates or knockouts. Adequate space shall311410168 V(F) - 11 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIbe available inside the LCS enclosure for terminating external cables directly on pushbutton terminals.Push button will be of spring return push to actuate type. Their contacts shallbe rated to make continuously carry and break 10A at 230V AC. All push buttonsshall have one normally open and normally closed contact unless specifiedotherwise. The colour of the button shall be as follows:GreenRedBlackfor motor START, breaker CLOSE, commandsfor motor TRIP, breaker OPEN commands andfor all enunciator functions, overload, reset andmiscellaneous commands including reversal.9.0 INDICATING LAMPSIndicating lamp shall be the panel mounting, filament type and low wattconsumption. The lamps shall have escutcheon plates marked with its functionwhenever necessary.The lamps shall have translucent lamp-covers of the following colours:a) Red - for motor ON, valve/damper OPEN, breaker CLOSEb) Green - for motor OFF, valve/damper CLOSE, breaker OPENc) White - for motor AUTO TRIP.d) Blue - for all healthy conditions (e.g. CONTROL SUPPLY ONand also for SPRING CHARGED)e) Amber - for all Alarm conditions (e.g. overload). Also for SERVICEand TEST position indications.Bulbs and lamps covers shall be easily replaceable from the front of thecubicle.Indicating lamps should be located just above the associated push button/control switches.311410168 V(F) - 12 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIAll indicating lamps shall be suitable for continuous operation at 90% to110% of their rated voltage.10.0 MOULDED CASE CIRCUIT BREAKER (MCCB)This specification covers requirements for 415V, 850A 3 ph, 50Hz, MouldedCase Circuit Breakers suitable for power supply to the MCC from existing MCC. TheMoulded case circuit breakers shall comply with the latest revision of IS: 13947 (Part-I) and IEC.Any material and component not specifically stated in this specification butnecessary for trouble free operation of the equipment and accessories specifiedherein shall deemed to be included.10.1 The other relevant Indian standards are as under:IS: 3072 :IS:4237 :IS:10118 :IS: 11353 :Code for practice for installation and maintenance ofswitchgearGeneral requirements for switch gear and control gears forvoltages not exceeding 1000V AC.Code of practice for selection, installation and maintenance ofSwitch gear and control gear.Guide for uniform system of marking and identification ofconductors and apparatus terminates.10.2 Constructional Features:The Circuit breakers shall be three poles, moulded case air break type. Thecircuit breaker shall have tripping mechanism for over load and short circuitirrespective of the type of operating mechanism. Suitable indications shall beprovided on circuit breaker to show “ON” “OFF”, conditions.10.3 Protection:The MCCBs shall be ambient temperature compensated thermal overloadtrip with adjustable settings and magnetic short circuit trip.311410168 V(F) - 13 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDI10.4 Technical details1. Application : Switch board2. Number of poles : 33. Rated current : 850A4. Making capacity : 25kA for 1 second5. Rated voltage : 415V (+5%)6. Frequency : 50 Hz (-5% to 3%)7. Symmetrical breaking : 10kA (rms)capacity8. Settings : Thermal (Adjustable)9. Operating Mechanism : Manual trip free10. Tripping arrangement : Thermal overload & short circuitelectromagnetic release.11. Protection : Short circuit, Overload and Single phasing.12. Cable Entries : Suitable for PVC(SWA) with Aluminiumconductor, totally shrouded to avoid risk ofelectric shock to operating personnel.13. Execution : Fixed11.0 MINIATURE CIRCUIT BREAKER (MCB)1. Application : Switch board2. Number of poles : 23. Rated current : 63A, 40A, 32A, 25A, 20A, 16A,10A & 6A4. Breaking capacity : 9kA for 1 second5. Rated voltage : 230V (+5%)6. Frequency : 50 Hz (-3% to 3%)7. Enclosure of the breakers : Moulded self extinguishingThermoset plastic8. Dolly (Switching level) : Either OFF or ON position9. Fixing : Snap fitting10. Terminals : To take PVCSWA 25 mm2311410168 V(F) - 14 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIConductors for the outgoing cables.Incoming terminals shall beconnected to bus.11. Mechanical service life : Not less than 20,000 operations.12. Electrical enduranceat rated Load : Not less than 20,000 operations13. Climate resistanceto confirm : IEC-68/214. Ambient temperature : As mentioned in elsewhere15. Operating mechanism : Manual Trip Free16. Tripping Arrangement : Magnetic Short Circuit Release.Thermal Overload Release12.0 SWITCH FUSE UNIT12.1 ScopeMCC module provided with a switch fuse combination shall be heavy duty,load-break suitable for continuous operation. The switch shall be adequatelyrated so as to be fully protected by its associated HRC fuses during abnormaloperating conditions such as short circuit etc.This specification covers requirements for 415V Switch Fuse Unitsconforming to IS: 13947 (Part3) inclusive of latest amendments, if any .Any material and component not specifically stated in his specification butnecessary for trouble free operation of the equipment and accessoriesspecified herein shall be deemed to be included.12.2 Design CriteriaThe switches shall operate on a 415V(+5%), 3 phase, 50 Hz (-3% to 3%)power supply. Fault withstand capacity shall be not less than 9KA for onesecond.Technical Specification for Switch Fuse unit311410168 V(F) - 15 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDI1 Installation : Switch board2 No. of poles : 33 Service Voltage : 415V (+5%)4 Continuous Current : 250A,200A,125A,63A,& 32A5 Nominal short time current : 9KA6 Contactor Duty : AC17 Frequency : 50Hz(-3% to 3%)8 Mechanical life : Not less than 3 Million operations9 Enclosure : sheet Steel 1.6 mm.13.0 SPECIFICATION FOR CAPACITORS BANKThe capacitors bank shall be provided at MCC and erected as per thefollowing specifications:The static shunt capacitor shall be used for power factor correction on 415volts, 3 phase 50 Hz restricted earthed system. The improvement in power factor willbe 0.92 lag and above. The Bidder will indicate the level of improved in the offer.Power capacitor banks shall be of unit type construction. The required outputbeing obtained by banking together a number of basic units in a parallel or seriesparallel to obtain high degree of reliability. The unit will be mounted on steel racks,which are built up into stacks of desired rating. The unit will be hermetically sealedcomplete with excellent electrical design ensuring long life. The impregnate usedshall be non-inflammable and non oxidizing synthetic chlorinated biphenyl to ensureuniform field distribution and high ionization limit. Each element of capacitor unit willhave its own built in special fuse to ensure unit services. In case of fault in anelement, the over voltage on the remaining elements does not exceed 10%.Thecapacitor banks will be designed to withstand electro-dynamic and thermal stressescaused by transient over currents during switching. Internal discharge resistance willbe provided with each unit to limit the residual voltage to less than 50 volt as perrelevant standard.To eliminate unduly frequent switching when peak load of short durationoccur, a time relay will be incorporation. In case of supply interruption, the zero311410168 V(F) - 16 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIvoltage relay will be provided to reset the control devices to their neutral position sothat on restoration of supply, the capacitor stages are switched on again thuspreventing any undesirable current and voltage peak.The unit will be put through a series of physical and electrical tests as perrelevant standards, IS 2834 –1964.14.0 PLANT CONTROL SYSTEMThe proposed deshaling plant control system will be controlled by relay logicsystem. The control desk shall have the followings-Operator panels with mimic diagrams, control and signaling equipment,control keys and buttons.Sequential control of the proposed deshaling plant product belt conveyor tothe feed conveyor of bunker of existing system i.e. washery along with individuallocal control of each equipment of the proposed plant.However, when sequence control fails to operate, the plant can be startedmanually from control desk as well as from site.15.0 INSTRUMENTATIONReliable, sensitive and stable instrumentation system has been proposed forcontrol desk, MCC panel , conveyors are noted below:- Ammeter, voltmeter, power factor meter, maximum demand & energymeter.- Zero speed switch, pull cords.16.0 COMMUNICATIONFor efficient operation of the plant, communication system with three(3) nos.of lines with phone sets for noisy areas to be provided. The telephone lines to beconnected with existing EPABX telephone exchange of washery.311410168 V(F) - 17 Signature of Tendererwith Seal & Date

Electrical Engg Works & Specification17.0 POWER POINTS FOR WELDINGCMPDISuitable numbers 415 Volts, suitably rated, 3 Phase 4 wire welding plug andsockets with protective fuses and controlling switches shall be provided in thestrategic location of the area.18.0 GENERAL EARTHINGDouble earthing system provided for earthing of equipment shall be carriedout generally as per IS:3043-1966 and Indian Electricity Rules (Revised) using GIelectrodes and conductors having features given hereinafter.18.1 Two Nos. of earth pits shall be provided all around the pump house fordouble earthing of all electrical equipment, industrial structures etc.18.2 Motor, cable trays and other electrical apparatus used for medium voltageaccessories shall be earthed by 2 separate and distinct earth connection asenvisaged in Indian Electricity Rules in addition to cable armoring wherethere are cable connections.18.3 All the electrical equipment shall be earthed using single/double run ofminimum size of GI conductors as detailed below :Equipment .GI conductor size No. of run of earth conductorMotor Control Centres 50 x 6 mm DoubleAuxiliary Control Devices 10 SWG Wire SingleMotors 30 HP to 100 HP 25 x 6 mm DoubleMotor 3.0 HP to 29 HP 15 x 3 mm Double18.4 Two number of earth pits shall be installed such a manner that earthresistance of each system should not exceed 1.0 ohm as per IndianElectricity Rules/IS.18.5 Earth pit interconnection with existing system & interconnection shall be doneby double GI conductor not less than 65 x 12 mm size buried in earth at adepth not less than 1 Metre.311410168 V(F) - 18 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDILevel of illumination of the working places shall be considered as perIS:3646-Latest and IE Rules.19.0 ILLUMINATIONTo cater the entire lighting loads of the proposed deshaling plant one no.lighting feeder has been considered. The lighting distribution shall be done at 415 V,3 phases, 4 wire systems as well as 230V, single phase. The level of illumination atvarious places like MCC room, control room, building, conveyor gantries, andworking places shall be as per IS:3646, Feb.1966 and I.E. Rules.Detail of Illumination LevelsSl LocationLevel of Type of Lighting FixtureNo.Illumination1 MCC roomsmaintenance cum200 Fluorescent tube light with Industrialtype fixturetesting rooms.2 Control room 300 Fluorescent tube light withDecorative lighting fixture3 Conveyor gantries, 70–100 HP Sodium vapour lamp close typedustproof well glass lighting fixturewith suitable reflectors.4 External area lightingnear Deshaling plant,conveyor gantries, substations,roads etc.20 High pressure sodium vapour lampwith flood lighting/street lightingfixture.19.1 Indoor IlluminationThe indoor areas of the plant office, control room, stair cases toilets etc. shallbe illuminated with the help of 230V, AC, 2x40W/ 1x 40W fluorescent lampswith industrial/ decorative type totally enclosed, dust proof fixtures.19.2 Out door IlluminationThe outdoor area of the deshaling plant including street and general area shallbe illuminated with the help of 250W, 230V, AC, HPSV lamps with dust proof311410168 V(F) - 19 Signature of Tendererwith Seal & Date

Electrical Engg Works & Specificationflood lighting fixtures.CMPDI19.3 Gantries230V, AC, 1x70 W industrial type HPSV lamps shall be utilized forilluminations of conveyor gantry of tunnels at suitable intervals. Fixtures usedfor this purpose shall be dust proof industrial well glass type and wire guard.Illumination design, fittings and installations shall be aimed at providing properlevel of illumination at Deshaling plant, MCC room and street.20.0 STEEL TUBULAR POLES FOR LIGHTING20.1 This specification covers requirements for swaged type steel tubular poles foroutdoor lighting.The poles shall comply with the requirements of IS:2713 except wheremodified or extended by the specification and with the relevant part.20.2 Other Relevant StandardsThe other relevant standards applicable are as under:IS:2633 - Method of testing weight, thickness and uniformity ofcoating on hard dipped, galvanising articles.IS:728 - Method on determination of weight, thickness anduniformity of coating on galvanized articles other thanwires & sheets.IS: 5 - Colour for ready mixed paints and enamels.20.3 ConstructionThe tubular poles shall consist of 3 or 4 sections of dimensions conforming tothe relevant standard.The thickness of the steel sheets shall conform to the relevant standards.The section shall be hard dip galvanized in accordance with the relevantstandards.311410168 V(F) - 20 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDIThe section shall be applied with 2 coats of primer and one coal of final paintin accordance with the relevant standards.In case of swan neck pole, top section shall be curved in accordance with thedrawing enclosed. The lamp fixture shall freely fit in with the coupler. For othertype of poles, the lamp fixture mounted on a bracket clamped on the pole at aheight of not less than 7 m from the road surface and projecting at least 1.3minto the road from the centre of the pole.The lower most section shall be provided with a base plate having holes forfirm fixation in the foundation. The height of the pole shall be 9m. Thebidder/supplier shall submit the dimensioned drawings for different sections forapproval by Purchaser before fabrication.21.0 GENERALa) The plant & equipment shall be checked properly before erectionb) All safety rules & regulations prevailing in the area and as prescribed bythe employer shall have to be observed.c) Approved type of danger boards shall be provided by the contractorwherever required.d) Painting of all plant & machinery, which has been damaged duringtransportation/erection or by corrosion or otherwise, shall be given twocoats of paint (primary finishing) after removal of scales, rust, oil,grease etc.e) All iron frame shall be provided with one coat of paint before erection.All equipment shall be provided final coat of paint according to thecolour scheme of the Company after erection.f) The following item shall be supplied by the successful tenderer:- Complete set of instruction manuals for installation, maintenance,testing and adjustment of entire electrical installation.- Detailed wiring diagram.- Spare parts catalogue.- Set of tools for maintenance.- Spare for commissioning.311410168 V(F) - 21 Signature of Tendererwith Seal & Date

Electrical Engg Works & Specification- Overall dimensions & general arrangement.CMPDI22.0 MAKE OF EQUIPMENTAll the equipment and accessories quoted for the plant shall be of reputedmake and duly approved by the purchaser. The purchaser's preference for some ofthe equipment is given hereafter. In addition to this, the tenderer may also quote anyother make, which may be considered/ accepted by the purchaser providedpurchaser is satisfied with the furnished evidence and justification in support of theperformance of any such particular make of equipment quoted by the tenderer.Purchaser's Preference for Make of EquipmentSl No. Item Description Name of the Approved Manufactures1 TRANSFORMERS L&T/ SIEMENS/ GEC/ NGEF/ KIRLOSKAR/ BCH/ANY OTHER REPUTED MAKE2 CAPACITOR BANKWITH PFCORRECTIONABB/ MADHAV CAPACITOR/ GEC ALSTHOM/VOLTAS/ YESHA/ KHATAU/ GEN ELEC/ ASEA/JUNKER/ BHEL/ UNISTAR/ NGEFEQUIPMENT3 CONTROLTRANSFORMERSL&T/ SIEMENS/ JYOTI/GEC ALSTHOM/ NGEF/KIRLOSKAR/ BCH/ ANY OTHER REPUTED MAKE4 MOTOR CONTROLCENTRE/ MCCB/MCBNGEF / L&T./ JYOTI/ SIEMENS / BCH / . ANDREWYULE/ ./GEC/ABB/EASUN ENGG/ CROMPTON /KIRLOSKAR SYSTEM /GEC ALSTHOM/ ASE/MEDITRON/ INCOTECH ENGINEERING PVT LTD/ ANY OTHER REPUTED MAKE5 POWER CABLES CABLE CORPOR./ FORT GLOSTER/ NICCO/PREMIER CABLES/ HINDUSTAN CABLES/HAVELLS/ UNIVERSAL CABLES/ INCAB/ ASEAN/ANY OTHER REPUTED MAKE311410168 V(F) - 22 Signature of Tendererwith Seal & Date

Electrical Engg Works & SpecificationCMPDISl No. Item Description Name of the Approved Manufactures6 CONTROL CABLES CABLE CORPOR./ FORTGLOSTER/ NICCO/ASEAN/ UNISTAR/ HINDUSTAN CABLES/ K.D.K/RAJNIGANDHA CABLES/ HAVELLS/INCAB/ ANYOTHER REPUTED MAKE7 LIGHT FITTINGS PHILIPS/ CROMPTONS/ GEC ALSTHOM/BAJAJ/ECE/ GLOLITE/ ANY OTHER REPUTED MAKE8 RELAYS GEC ALSTHOM/ L&T/ UNIVERSAL ELECTRIC/SIEMENS/ KIRLOSKAR SYSTEMS/ .A.V.K.-S.E.G.CONTROLS LTD/AGE-NGEF/ENGLISHELECTRIC/ ANY OTHER REPUTED MAKE9 LT CONTACTOR SIEMENS/ L&T/ BCH/ GEC ALSTHOM/ ANDREWYULE/ JYOTI/ HAVELL/ KIRLOSKAR SYSTEMS/AEG/ ANY OTHER REPUTED MAKE10 PUSH BUTTON,INDICATING LAMPL&T/ SIEMENS/ ESSEN/ BCH/ ANY OTHERREPUTED MAKE11 CONTROL L&T/ KAYCEE/ JYOTI/ESSEN/ SIEMENS/SWITCHES HAVELL’S/ ANY OTHER REPUTED MAKE12 ISOLATING L&T/SIEMENS/BCH/ANDREW YULE/ GECSWITCHES ALSTHOM/ JOYTI/ CROMPTON GREAVES/HAVELL’S/EE/ ANY OTHER REPUTED MAKE13 HRC FUSES SIEMENS/L&T/ENGLISH ELECTRIC/ ANY OTHERREPUTED MAKE14 CONTROL DESK JYOTI/ ABB/ MEDITRON/ INCOTECH ENGG PVTLTD311410168 V(F) - 23 Signature of Tendererwith Seal & Date

SECTION – V (G)Civil Engineering Works

Civil Engg WorksCMPDISECTION – V (G)CIVIL ENGINEERING WORKS1.0 SCOPE OF WORKThe scope of Civil Engineering Work includes construction/ erection of civilworks including supply of all materials connected with the work of ‘Demonstration ofCoal Dry Beneficiation using Radiometric Techniques (ArdeeSort) at MadhubandWashery, BCCL’.A schedule of approximate total quantities against major/ main items ofconstruction is given in Section – VI, Clause – 2.0 – B.4, which shall form basis ofquotation. Any shortfall in total quantity of all civil & structural works shall be allowedup to 10 % only to every individual items. For shortfall of quantities exceeding 10%,there shall be proportional reduction in the price of the individual items resulting thereduction in the award value by the same amount. Upward variation in quantity ofindividual items for civil & structural works should be absorbed by contractor unlessspecifically stated otherwise in the document.The above scope of Civil Engineering Works broadly covers the following:- Site Preparation- New Deshaling Plant Building along with MCC room and control room- Conveyor gantries- Modification of existing structures essentially required for the proposeddemonstration plant and dovetailing with existing system wherever required.All foundation shall be taken at least 600 mm below original ground level.The scope of work shall be deemed to include all above as well as anyother work required to be done for completing the job, final commissioning etc.whether specifically mentioned herein or not.Two sets of all working drawings for execution of the work shall besupplied to the contractor by the customer at the time of execution of the work.311410168 V (G) - 1 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIGeneral arrangement drawings of the various sections are enclosed in the TenderSpecification Document for guidance of the tenderers.2.0 SURVEY AT SITE2.1 The bidder before submitting his offer, is required to inspect and examine thesite and its surroundings and satisfy himself as to the nature andcharacteristics of ground and soil, rainfall, the availability and suitability ofother requirements, as required for fair bidding purposes.2.2 The contractor on award of work shall have to undertake detailed site survey.All works related site survey should be conducted as per standard practiceand also as per system requirement.2.3 Pre-construction Anti-termite Treatment - Pre-construction anti-termitetreatment of soil in foundation and floors should be carried out as per thetechnical requirement and instruction of Engineer in charge.3.0 PLANT STRUCTURES & BUILDINGS3.1 Deshaling Plant Building(Refer Drawing No. i) BCCL/BE/TPL/001, ii) BCCL/BE/SDP/002iii) BCCL/BE/SDP/003, iv) BCCL/DE/01/FDN/0013.1.1 Approximate Sizea) 11.9m x 11.00m x 16.00m (ht.) for main buildingb) 5.0m x 11.0m x 8.0m (ht.) for MCC & Control Room annexed to mainbuilding3.1.2 Type of construction: RCC framed structure with brickwall side cladding (250mm thick) in all floors and RCC slab at all floors including roof. Internalpartitions (125 mm thick) shall be of brickwork.3.1.3 Steel doors, windows and ventilators (having necessary glazing to provide311410168 V (G) - 2 Signature of Bidderwith seal & date

Civil Engg WorksCMPDImaximum natural light) shall be as per relevant Indian Standard Specifications.A tentative schedule of doors, windows and ventilators is given in drg noBCCL/BE/SDP/003.3.1.4 Necessary flooring as per requirement shall be provided. Unless otherwisespecified, the total thickness of finished floors shall be minimum 52 mm,including 12 mm thick concrete hardener topping over 40 mm thick cementconcrete (1:2:4) and thickness of finished dado/ skirting shall be minimum 25mm. Topping shall be of uniform thickness. Dado/ skirting shall project out 6mm from adjacent plaster or other finishes. Flooring at ground floor shall be asper the following:(i) 75 mm thick PCC(1:4:8) over sand filling over well compacted ground(ii) 75 mm thick RCC (M20) reinforced with nominal reinforcement.(iii) 52 mm thick cement concrete flooring with concrete hardener topping (12mm thick concrete hardener topping over 40 mm thick cement concrete1:2:4)3.1.5 MCC Room & Control Room shall be provided with PVC flooring (2mm thick)over 52mm thick cement concrete flooring with concrete hardener toppingflooring (under layer of 40mm cement concrete 1:2:4 and top layer 12mm thickconcrete hardener topping).3.1.6 The scope of work also includes necessary interior and exterior wall finishing,painting, and 1m wide plinth protection and proper drainage from roof andfloors.3.2 Belt Conveyor GantriesBelt Conveyor Gantries shall be made of steel structure and shall besupported over steel trestles. The floors shall be of 6mm thick MS chequeredplate laid of steel floor members. The roof and cladding shall be of 22 G CGSsheet laid on steel structure. Necessary ventilation in the side cladding i.e.300mm strip opening at the top and 150mm strip opening at the bottom shouldbe provided.The conveyor gantry shall have clear headroom of 2.5m. The minimum widthof the walkway for single belt conveyor gantry shall be 750 mm on one sideand 450 mm wide on other side.3.3 Modification in existing structures311410168 V (G) - 3 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe scope of work includes necessary modification in existing structures(secondary crusher house, reject hopper) including dove tailing with the newscheme. All civil works required for the same including replacement/dismantling of any exiting members, strengthening of existing structuresincluding making good the damages and modification are to be done as perthe requirement of system and structural need.3.4 Site preparation including levelling and dressingThe site preparation essentially required for the proposed construction shall bedone by providing necessary cutting, filling and consolidation as per thetechnical/functional and drainage requirement based on site survey to be doneby the contractor. The complete site shall be properly levelled, dressed andgraded.3.5 Surface DrainageDrains shall be provided for proper drainage arrangement of storm water aswell as incidental water from the various buildings/ sections. It should bedesigned on the basis of quantity of water to be carried, distance of finaldisposal point as well as contour of the area. It should be suitably designedcement concrete cum brick masonry drain finished with cement plaster 1:3 andneat cement punning.4.0 CIVIL ENGINEERING WORK SPECIFICATIONSThe work shall be in strict conformity as per relevant and latest BIS Code ofpractice and CPWD/ NBO provisions & guidelines. Wherever no Indian Standard isavailable, other International Standards may be followed only on approval from theOwner.4.1 The contractor shall construct Bench mark and baseline pillars at variousplaces in the site as per BIS codes and as per instruction of Engineer incharge. Carrying the levels and line to these pillars from bench marks andbaselines shown, as well as their correctness shall be contractor'sresponsibility.4.2 Excavation work for site preparation and foundation trenches shall be carried311410168 V (G) - 4 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIout in any kind of soil and disposal of excavated soil, necessary shoring,dewatering, removal of slush etc. whatever met with, shall be considered inthe offer. The work shall include all lifts and leads. Wherever excavation infoundation is done in excess of the depth required, the contractor shall at hisown expense fill up to the designed level with compacted lean concrete (M-5)and filling for site preparation shall be done in layers of 20cm from theapproved excavated earth and to the lines and levels as directed by theEngineer in charge. Each layer has to be compacted as to the satisfaction ofEngineer in charge only. After compaction of first layer to the satisfaction ofEngineer in charge, second layer is to be laid. The bidder shall include in hisoffer transporting and dumping of surplus excavated soil and all other rubbisharising out of constructions any where within 2 KM as directed by the Engineerin charge. contractor shall take all the precautions during excavation to avoidinterference with or damage to underground pipes, cables, drains etc.whether shown in drawing or not and provide all possible precautions to theseworks at his own cost. The contractor should take adequate safety measureduring the excavation to avoid collapse by providing necessary shoring,shuttering and temporary supports and provide adequate fencing aroundexcavated pit. All foundation should be taken to the adequate and safefounding level (minimum 600mm) below the original GL/as shown in thedrawing.4.3 Sufficient precautions should be taken for preventing dampness in the floors,walls or roof in the building due to rain and subsoil water. Precautions shouldbe taken to prevent efflorescence in Brick work and concrete.4.4 Plinth filling shall be done with earth in layers not exceeding 15 cm. All clodsof earth shall be broken or removed, watered and compacted with approvedcompacting machine or manually if specifically permitted by the Engineer incharge for each layer before laying the next. The finished level of the fillingshall be dressed to the slope intended to be given to the floor.4.5 The back filling in foundation and even filling in plinth may be done with localsand if directed by the Engineer in charge. The sand used shall be clean,medium grained and free from impurities. The filled in sand shall be kept311410168 V (G) - 5 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIimmersed in water for sufficient time, and mechanical vibration of ramming asdirected by Engineer in charge to ensure maximum compaction.4.6 The use of admixture in concrete for promoting workability, improving strengthor for any other purpose may be used only with the approval of Engineer incharge.4.7 Number, Size, form and position of all the reinforcement bars & spacer barsshall be strictly in accordance with drawings unless other wise modified by theEngineer in charge. Bars shall be secured one to the other with approved softblack annealed wire of 18 SWG.4.8 Adequate concrete cover blocks shall be used at bottom and sides of the formwork to ensure correct cover of concrete over the bars. Cement and sand ratiofor these spacer blocks shall be at least equivalent to that used in concretebeing cast.4.9 The inspection of complete work shall be done immediately after execution atvarious stages which shall include checking of dimensions variations, obviousor visible defects. No honey-combing or unevenness shall be allowed inconcrete of any description. Rejected members shall be dismantled/ brokenand removed. Where the structure in the opinion of Engineer in charge is notproperly executed according to the specifications and drawings and where thetest cubes will give lower strength not acceptable as per "Acceptance Criteria"of IS 456 and if the load testing is decided by the Engineer in charge, thesame shall be done by the contractor as per IS at his own cost. In case thestructure or part of it fails under the load test, the same shall be treated asrejected and shall be removed at the expenses of the contractor. But if it is feltthat the defective part of structure will carry the designed load after givingadditional support or otherwise, the additional work for safety at that structureor part shall be carried out by the contractor at his own cost. The detailedprocedure will be decided by the Engineer in charge. If the member showsevident failure, such changes as are necessary to make the structureadequately strong shall be made by the contractor at his own cost.311410168 V (G) - 6 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIIf it is felt that the structure is safe with lower value of concrete or otherwise,the work will be proportionately devalued & accepted.4.10 Unless otherwise specified 1000mm high railings having angle iron as posts(65x65x6mm), top runners of 40mm dia black steel pipe and 40mm wide 6mmthick MS flat as middle runner should be provided. Clear width of stairs shallnot be less than 1000mm while that of ladders 800mm with suitable protectiverailings/ caging.4.11 Unless otherwise specified, glass shall be patent flattened sheet glass of thebest quality and not less than 4mm in thickness. Glass sheeting shall be freefrom flaws, spells and bubbles.4.12 RCC structures, below sub-soil and water level and liquid retaining structuresshall be tested for leakage or seepage of water before the concrete surface isrendered with the finishing coat.4.13 The wood work for all doors, windows and ventilators, wherever specified shallbe of the best material and workmanship. The frame shall be made of steel.The glazing bead shall be also of teak wood. The size of shutter frames andshutter of doors, windows and ventilators shall be as per the relevant IS unlessotherwise specified. The fittings shall be of anodised aluminium. Hinges shallbe of stainless steel.4.14 Steel doors, windows & ventilators shall be of the best material andworkmanship. The frames should also be made with steel. The sizes of frames& shutters of doors, windows and ventilators shall be as per the relevant ISunless otherwise specified. Three (3) lugs of MS flat of size 15x3mm and10cm long shall be fixed on each side of the door frame, while 2 lugs of theabove size shall be fixed on each side of the window frame. The lugs shall beembedded in cement concrete blocks 15x10x10 cm of cement concrete 1:3:6.Steel doors/ gates, windows & ventilators shall be provided, as envisagedduring detailing. Grills/ grating bars shall have to be provided in windows andventilators for safety. All the steel surfaces shall be painted with two coats ofsynthetic enamel paint of approved make & colour over a coat of red oxideprimer.311410168 V (G) - 7 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.15 In all underground RCC structures like pits, sump, etc., 2 to 3 coats ofapproved water proofing (Bituminous felt or equiv.) as per relevant IS shall beapplied on all the surface coming directly in contact with earth (i.e. below themade up Ground level). The surface of foundation shall be provided with 2 or 3coats of bitumen paint.4.16 All brickwork shall be provided with plaster. Unless otherwise mentioned,plaster shall be in cement mortar of following thickness and proportion:i) Outside Plaster : 18 mm thick (1cement:6sand)ii) Inside Plaster : 12 mm thick (cement:6sand)iii) Ceiling Plaster : 6 mm thick (1cement:4sand)4.17 Concrete surfaces, corners, edge, nosing etc. wherever required, shall beprotected with MS rolled sections and plates of suitable size anchored inconcrete at regular intervals.4.18 The contractor shall be responsible for site preparation including necessaryearthwork and levelling of the plant site area up to the battery limit. Extraearth, rubbish etc. shall be removed to a reasonable distance from the plantsite, as required by the Company. The land for the plant site will be handedover by the purchaser to the contractor. Any building or other structures whichmight interfere with plant site are to be dismantled by the Company.4.19 Unless otherwise specified Plinth protection around the building shall be50mm thick of cement concrete 1:3:6 over 75mm bed of dry brick ballast40mm nominal size well rammed and consolidated and grouted with fine sandincluding finishing the top smooth.4.20 Material4.20.1 Materials shall be of the best approved quality and they shall comply withthe respective latest IS specification.4.20.2 Samples of all materials shall be got approved by the Engineer in chargebefore placing order and the approved sample shall be deposited with him.311410168 V (G) - 8 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.20.3 If directed, materials shall be tested in any approved testing laboratory andthe test certificates in original shall be submitted to the Engineer in chargeand the entire charges connected with sampling and testing includingcharges for repeated tests, if ordered, shall be borne by the contractor.4.20.4 All materials shall be so stored as to prevent deterioration and intrusion offoreign matter and to ensure the preservation of their quality and fitness forthe work. Any material which has deteriorated or has been damaged or isotherwise considered defective by Engineer in charge shall not be used forwork and shall be removed from site immediately, failing which theEngineer-in-charge shall be at liberty to get the materials removed and thecost thereof shall be realised from the contractor’s dues.4.20.5 It shall be obligatory for the contractor to furnish test certificate, if demandedby the Engineer-in-charge from manufacturer of the material/ supplier, thatthe work has been carried out by using their material and as per theirrecommendations.4.20.6 All materials supplied by the Company/ any other specialist firms shall beproperly stored and the contractor shall be responsible for its safe custodytill the completion of work and handing over the same to the Company.4.20.7 Unless otherwise shown on the drawings or mentioned in the "Schedule ofQuantities" or special specifications, the quality of materials, workmanship,dimensions etc. shall be as specified here under.4.20.8 All equipment and facilities for carrying out field tests on materials shall beprovided by the contractor without any extra cost.4.20.9 Material Specification4.20.9.1 CementCement shall comply in every respect with the requirements of the latestpublication of IS. Cement used shall be ordinary Portland cementconforming to IS: 269 (for 33 grade cement)/ IS: 8112 (for 43grade cement)/IS:12269 (for 53 grade cement)/ Portland slag cement conforming to IS:311410168 V (G) - 9 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI455/ Portland Pozzolana Cement conforming to IS:1489 (part I & Part II),latest revisions and as approved by the Engineer-in-charge. Cement shallbe measured by weight and in whole bags, and each undisturbed andsealed 50 Kg. bag being considered equivalent to (1.2 cft.) in volume. Careshould be taken to see that each bag contains full quantity of cement. Whenpart bag is required cement shall be taken by weight or measured inmeasuring boxes. No other make of cement but that approved by theEngineer-in-charge will be allowed on works and the source of supply shallnot be changed without approval of the Engineer-in-charge in writing. Testcertificates to show that cement is fully complying with the specificationsshall be submitted to the Engineer-in-charge and notwithstanding this, theEngineer-in-charge may at his discretion, order that the cement brought onsite and which he may consider damaged or of doubtful quality for anyreason, whatsoever, shall be tested as per relevant IS in an approvedtesting laboratory and fresh certificates of its soundness shall be produced.Cement ordered for such testing shall not be used for any work pendingresults of the test.4.20.9.2 LimeLime shall comply in every respect with the requirements of IS:712 andshall be made from approved Lime Stone or Kankar and properly burnt. Itshall be free from excess of unburnt kankar or lime stone ashes or otherextraneous materials and shall be stored in weatherproof sheds. Limewhich has been damaged by rain, moisture or air slaking shall not be usedbut shall be removed from the site of work forthwith. Lime shall be slakedwith fresh water and screened through appropriate screens and stored andused within 14 days provided it is protected from drying out. Field testsaccording to IS:1624 shall be carried out from time to time to determine thequality of lime.4.20.9.3 Fine AggregateFine aggregate shall conform to IS:383. It shall pass through an IS sieve4.75mm (3/16 B.S.) test sieve, leaving a residue not more than 5%. It shallbe from natural source and chemically inert, clean, sharp, hard, durable,311410168 V (G) - 10 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIwell graded and free from dust, clay, shale, large pebbles, salt, organicmatter, loam, mica or other deleterious matter. The sum of percentage of alldeleterious materials in sand shall not exceed 5% by weight. It shall bewashed if directed to reduce the percentage of deleterious substances toacceptable limits. Sand shall not contain any trace of salt and it shall betested and sand containing any trace of salt shall be rejected. The fineaggregate for concrete shall be graded within limits as specified in IS:383and the Fineness Modules may range between 2.60 to 3.20.4.20.9.4 Coarse AggregateCoarse aggregate shall consist of crushed or broken hard stone 95% ofwhich shall be retained on 4.75mm IS test sieve. It shall be obtained fromcrushing Granite, quartzite, trap, basalt or similar approved hard stonesfrom approved quarry and shall conform to IS:383 . Coarse aggregate shallbe chemically inert when mixed with cement and shall be cubical in shapeand free from soft, thin, porous, laminated or flaky pieces. It shall be freefrom dust and any other foreign matter.For all RCC works the size of coarse aggregate shall be 20mm and downgauge.4.20.9.5 ReinforcementReinforcement steel shall be clean and free from loose mill scales, dust,loose rust and coats of paints, oil, grease or other coatings, which mayimpair or reduce bond. It shall conform to the following I.S. Specifications:a) Mild steel and medium tensile steel bars and hard drawn steel wireconforming to IS:432;b) High strength deformed steel bars & wires conforming to IS:1786c) Structural steel sections conforming to IS: 2062.All steel reinforcements including and above 6mm diameter shallnecessarily be of tested quality.311410168 V (G) - 11 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.20.9.6 BricksBricks shall conform to the requirements of IS: 1077-Specification forcommon burnt clay building bricks and shall be F.P.S. bricks of classdesignation 50.Bricks shall be well burnt but not over burnt, have plane rectangular faceswith parallel sides and sharp right angled edges, have a fine compact anduniform texture. Brick shall be free from cracks, chips, flaws, stones orlumps of any kind. They shall not show any signs of efflorescence either dryor subsequent to soaking in water. Bricks shall be sound, hard andhomogenous in texture and emit a clear ringing sound on being struck.Bricks shall be of the local standard size. Any other similar size may beaccepted but no dimension shall vary more than 3 mm from the acceptedsize. All bricks which absorb water more than 20% of their own dry weightafter being immersed in water for 24 hours shall be rejected.All bricks shall have to be approved by the Engineer-in-charge. Any lot ofbricks found not upto the specification must be removed from the siteimmediately at contractor’s own cost. Representative samples of bricks tobe used shall be submitted to the Engineer-in-charge and his approvedtaken before bulk purchase. The samples shall be kept sealed with theEngineer-in-charge for future reference and comparison. All bricks suppliedshall conform to these approved samples in all respects.Bricks shall be carefully and systematically stacked at locations as directedin an approved manner. Each stack shall contain equal numbers of brickspreferably not more than 3,000.4.20.9.7 WaterWater for mixing Cement/Lime mortar or concrete shall not be salty orbrackish and shall be clean, reasonably clear and free from objectionablequantities of silt and traces of oil, acid and injurious alkali, salts organicmatter and other deleterious materials which will either weaken the mortaror concrete or cause efflorescence or attack the steel in reinforced cement311410168 V (G) - 12 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIconcrete. Water shall be obtained from source approved by Engineer- incharge.Potable water is generally considered satisfactory for mixing andcuring concrete, mortar, masonry etc. Where water other than main sourceis used, this shall be tested in an approved testing laboratory to establish itssuitability. All charges connected therewith shall be borne by the contractor.4.20.9.8 TimberTimber shall be well seasoned and ascu treated and of the best quality ofspecified species like teak, sal, bija sal, paisar, badam and others. Thisshould be free from sap, bends, flaws, sun cracks, shakes or blemishes.Timber shall be considered as well seasoned, if its moisture content doesnot exceed the following limits:- Timber for frames - 14%- Timber for panelling shutter etc. - 12%The moisture content of timber shall be determined according to methoddescribed IS: 287 for maximum permissible moisture content of timber usedfor different purposes in different climatic zones. In measuring crosssectional dimensions of the frame pieces tolerance upto 1.5 mm shall beallowed for each plane surface.4.20.9.9 Flush DoorAll flush doors shall be solid core exterior grade unless otherwise specifiedand it shall generally conform to IS: 2202 and shall be fabricated asdescribed under relevant item of work.4.20.9.10 Steel Windows, Doors & VentilatorsSteel windows, doors and ventilators shall be fabricated out of steelsections conforming to IS: 1038. Unless otherwise specified, the details ofconstruction etc. shall be as described under relevant item of work.311410168 V (G) - 13 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.20.9.11 Floor TilesPlain cement tiles, chequered tiles, mosaic tiles, terrazzo tiles shall conformto IS: 1237.Tiles shall be compacted by mechanical vibration andhydraulically pressed. It shall be of approved shade and shall have desiredpattern of chips distribution as per the instructions of Engineer-in-charge.The sizes of chips and proportion of chips to cement in Terrazzo or mosaicfloor shall be as specified in IS: 1237-1980. The size and thickness of tilesshall be as approved by the Engineer-in-charge.4.20.9.12 Glazed TilesIt shall be from an approved manufacturer and shall be flat and true toshape. They shall be free from cracks, spots, chipped edges and corners.The Glazing and colour shall be of uniform shade and unless otherwisespecified the tile shall be 6mm thick4.20.9.13 GlazingGlass used for glazing shall be sheet glass of best approved quality, freefrom flaws, spots, bubbles and shall be of thickness/weight and size asspecified in the respective items of work.4.20.9.14 CGS SheetsCGS sheets shall be of the gauge specified in the description of the itemand shall conform to IS: 277. The sheets shall be free from cracks, splitedges, twists, surface flaws etc. They shall be clean, bright and smooth.Galvanising shall be uninjured and in perfect conditions. The sheets shallshow no signs of rust or white powdery deposits on the surface. Thecorrugations shall be uniform in depth and pitch and parallel. GI Hooks, GIWashers & bitumen washers etc. should also conform to relevant IS.4.20.9.15 PaintsLime for lime wash, dry distemper, oil bound distemper, cement primer, oilpaint, enamel paint, fat oil paint, plastic emulsion paint, anti-corrosive311410168 V (G) - 14 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIprimer, red lead, water proof cement paint shall be from approvedmanufacturers and shall conform to there relevant IS. Ready mixed paintsas received from the manufacturer without any admixture shall be used,except for addition of thinner, if recommended by the manufacturer.4.20.9.16 Cement MortarCement Mortar shall be of proportions as specified for each type of work inthe Schedule. It shall consist of Portland Cement and sand. The ingredientsshall be accurately measured and shall be well and evenly mixed togetherin a mechanical pan mixer, care being taken not to add more water than isrequired. No mortar that has begun to set shall be used. River sand shall beused unless otherwise specified. If hand mixing is allowed then it shall bedone on water proof platform. The measured materials shall be put on theplatform and mixed dry. Water will then be added and the whole mixedagain until it is homogeneous and of uniform colour. Not more than one bagof cement shall be mixed at one time and which can be consumed withinhalf an hour of its mixing.4.20.9.17 Structural SteelStandard quality mild steel of various designation shall be used for differentworks conforming to specifications given in IS codes listed below. They maybe used for bolted / riveted steel work and steel work where welding is donefor fabrication provided that the thickness of material does not exceed20mm. When material conforming to this standard is more than 20mm thick,special precaution shall be taken in case the material is to be welded.• IS : 808 : Dimensions for Hot Rolled steel beams, channels andangle sections.• IS : 2062 : Steel for general structural purposes-Specification• IS : 1148 : Specification for hot rolled Rivet bars (upto 40mm dia)for structural purpose.• IS : 1363 : Hexagonal head bolts, screws and nuts• IS : 814 : Specification for covered (Part I & II) Electrodes forMetal Arc welding of structural steel.311410168 V (G) - 15 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI• IS : 816• IS : 800• IS : 817: Code of practice for use of Metal Arc welding forgeneral construction in mild steel: Code of practice for the use of structural steel ingeneral building construction in steel: Code of practice for training and testing of metal arcwelding.• IS : 1477 : Code of practice for painting of Ferrous metals in4.20.9.18 High Tensile Boltsbuilding and allied finishes.The material used for the manufacture of structural quality high tensile bolts,shall have a minimum tensile strength of 58 Kg./Sq.mm. Other mechanicalproperties shall conform to grade St-58-HT of IS: 961. Bolts, nuts andwashers and other fastening materials shall be stored in racks with coatingof suitable protective oil.4.20.9.19 ElectrodesThe electrodes required for metal arc welding shall be `Covered Electrodes'and shall conform to IS:814 (Part-I) for welding products other than sheetsand IS:814 (Part-II) for welding sheets.4.20.9.20 Welding EquipmentThe welding plant and equipment shall be of modern design and shall begot approved by the Engineer-in-Charge.4.20.9.21 Stacking & Storage of Materials4.20.9.21.1 CementThe manner of storage shall facilitate the requirement that lots of cementreceived are removed and used more or less in the order in which they arereceived. Cement bags shall be placed in stacks on raised platforms, dryand impervious to water, with adequate waterproof cover/roof on top toprotect the stack from rain or rain water and at least 30 CM clearance fromany wall. The stacks shall not be more than 12 bags high to prevent311410168 V (G) - 16 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIlumping of cement under pressure as also chances of injury to anyworkman. Cement deteriorated and/ or clodded shall not be used on workbut shall be removed at once from the site. Daily record of cement receivedand consumed shall be maintained by the contractor in an approved formand submitted to the Engineer-in-Charge.4.20.9.21.2 LimeLime shall be stored in a suitable shed to protect it from dampness. Itshould not be stacked against a wall of a shed. Quick lime shall as far aspossible, be slacked soon after it is received, storage of un-slaked fat orsemi hydraulic lime is not desirable as lime deteriorates by absorption ofmoisture from atmosphere.4.20.9.21.3 Masonry UnitsBricks shall not be dumped at site, they shall be stacked on level ground inregular tiers directly as they are unloaded to minimise breakages anddefacement of bricks. It is preferably to limit the height of stacks of 1.5M.Bricks of different type and classification shall be stacked separately.Concrete blocks, stone blocks, etc. shall be handled carefully and stored instacks of such height as will not damage the blocks of lower layers or therebe fear of toppling of stack.4.20.9.21.4 AggregateFine aggregate : Fine aggregate like sand and cinder shall preferably bestacked in regular stacks on a hard surface or platform so as to prevent theadmixture of clay, dust, vegetation and other foreign matter.Coarse Aggregate : Coarse aggregates shall be stacked in regular stacks insuch a way as to prevent the admixture of vegetation and other foreignmatter.311410168 V (G) - 17 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.20.9.21.5 SteelSteel reinforcement shall be stored in a way as to prevent distortion andcorrosion. Bars of different classification, sizes and lengths shall be storedseparately to facilitate issued in such sizes and lengths as to minimisewastage in cutting from standard lengths. In case of long storage or incoastal areas, reinforcement bars shall be stacked above ground level by atleast 15 CM and a coat of cement wash shall be given to prevent scalingand rusting.Structural steel of different sections, sizes and lengths shall be storedseparately. It shall be stored above ground level by at least 15 CM uponplatforms, skids or any other suitable supports to avoid distortion ofsections. In case of long storage, suitable protective coating of cementwash shall be given to prevent scaling and rusting.For each classification of steel, separate areas shall be earmarked. Alsoends of bars and sections of each class shall be painted with separatenominated colours.For moving heavy steel sections suitable handling equipment shall beprovided and men shall not be required to lift them with bare hands or carrythem on shoulders.4.20.9.21.6 Doors, Windows & VentilatorsThe units shall be unloaded and stacked with utmost care and shall beexamined for any damage there may have occurred in transit.Metal doors, windows and ventilators shall be stacked upright on woodenbattens and shall not come in contact with dirt and ashes. If received incrates they shall be stacked according to manufacturer's instructions andremoved from the crates when required for the work.Metal frames of doors, windows and ventilators shall be stacked upsidedown with the kick plates at the top. These shall not be allowed to stand for311410168 V (G) - 18 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIlong in this manner before being fixed so as to avoid the door framesgetting out of shape and hinges being strained and shutters dropping.4.20.9.21.7 Roofing Materialsa) Roofing sheetsRoofing sheets shall be handled and stored in such a manner as not todamage them in anyway. These sheets shall be stacked on woodenbattens laid on firm and level ground; sheets like asbestos cement sheetsshall be stacked and stored according to manufacturer's instructions.b) Bituminous roofing feltsBituminous roofing felts should be handled and stacked in a manner toprevent cracking and other damages and for long storage it shall be keptunder shed.4.20.9.21.8 WaterWater to be stored for construction purposes shall be stored in proper tanksto prevent any organic impurities.4.20.9.21.9 TilesAll tiles shall be stacked on well treated and hard surface. Tiles shall betacked in layers and in different tiers. These shall not be dumped at site.Tiles shall be stacked in such a way that smooth surface on one face that oranother. The height of stack shall not be more than one meter. Tiles ofdifferent quality, size and thickness shall be stacked separately to facilitateeasy removal for use in work. Tiles, when supplied by manufacturers inwooden crates, shall be stored as such and the crates opened one at a timewhen required for use.4.20.9.21.10 Oil PaintsAll containers of paints, thinners and allied materials shall preferably bestored in a separate room which is well-ventilated and free from excessiveheat, sparks of flame or direct rays of sun. The containers of paint shall be311410168 V (G) - 19 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIkept covered on properly fitted with lid and shall not be kept open exceptwhile using.Where the paint is likely to deteriorate with age, the manner of storage shallfacilitate removal and use of lots in the same order in which they arereceived.4.20.9.21.11 Other MaterialsSmall articles like screws, bolts, nuts, door and window fittings, polishingstones, protective clothing, spare parts of machinery, linings, packingswater supply and sanitary fittings, and electrical fittings shall be kept insuitable and properly protected containers or store rooms. Valuable smallmaterial shall be kept under lock and key.4.20.9.21.12 Special ConsiderationsMaterials constantly in use shall be relatively nearer to the place of use.Heavy units like pre-cast concrete members shall be stacked near the hoistand the ramp. Materials which normally deteriorate during storage shall bekept constantly moving, by replacing old materials with fresh stocks. Freshlyarrived materials shall never be placed over materials, which had arrivedearlier. Fire extinguishers and fire buckets shall be provided wherevernecessary for safety.4.21 Workmanship4.21.1 Preparation of Site, setting out and Earth work in foundation & trenches4.21.1.1 The area to be dressed and excavated shall be cleared out of fences, trees,logs, stumps, bush, vegetation, rubbish, slush etc. and levelled up.Before earthwork is started, all the spoil and unserviceable materials andrubbish shall be burnt or removed from site to approved disposal areas asmay be specified. Ashes shall be spread or removed. Useful materials,saleable timber, firewood etc. shall be property of the Owner and shall be311410168 V (G) - 20 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIstacked properly at the worksite in a manner as directed by the Engineer-incharge.The contractor shall be responsible for the true and proper setting out of theworks in relation to original points, lines and levels of reference given by theEngineer-in-Charge in writing and for the correctness of the position, leveldimensions and alignment of all parts of the works and for the provisions ofall necessary instruments, appliances and labour in connection therewith. Ifat any time during the progress of the work, an error shall appear or rise inthe position, levels dimensions or alignment of any part of the work, thecontractor on being asked by the Engineer-in-Charge to rectify the same,shall do so and in which case the expense of rectifying the same shall beborne by the contractor. The checking or any setting out of any line or levelby the Engineer-in-Charge or his representative shall not in any way relievethe contractor of his responsibility for the correctness thereof and thecontractor shall carefully protect and preserve all permanent grid marks,bench marks, sight rails, pegs and other things used in setting out theworks.Trenches for wall foundations, column footings, raft foundation pile caps,plinth beams, water ranks, cess pits, pipe line, drains, roads etc. shall beexcavated to the exact length, width and depth shown or figured on thedrawing or as may be directed by the Engineer-in-Charge. The sides andbeds should be properly dressed. If taken out to greater length, width ordepth than shown or required the extra work occasioned thereby shall bedone at contractor's expense. Extra depth shall be brought up by plaincement concrete filling 1:4:8 proportion and extra length and width filled inby rammed earth or moorum or if the Engineer-in-Charge thinks itnecessary for the stability of the work by 1:4:8 concrete, as may be directedat the contractor's cost.Excavated material shall be used for filling in plinth on each side of thefoundation blocks or trenches or it shall be spread elsewhere on or near thesite of work including watering, ramming and consolidating or carted awayfrom site, free of charge as may be ordered.311410168 V (G) - 21 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe contractor shall at his own expense and without extra charges makeprovision for supporting all utility services, lighting the trenches, separatingand stacking serviceable materials nearby, shoring, timbering, struttingbailing out water either sub-soil or rain water including, pumping at anystage of the work and removal of sludge etc. Trenches shall be kept free ofwater while masonry or concrete works are in progress and till theEngineer-in-Charge consider that concrete is sufficiently set.4.21.1.2 Excavation excluding in Hard RockExcavation shall be carried out in any type of soil, moorum (soft or hard),soft rock, boulders, old foundations, concrete, asphalt or stone pavedsurfaces, old masonry or concrete (plain or reinforced).Excavation in Hard RockRock in solid beds, which can only be removed either by blasting orwedging or chiselling, shall be treated as hard rock. A boulder or detachedrock measuring one cubic meter or more shall also be treated as hard rockif the same can not be removed without blasting, wedging or chiselling.Blasting is not permitted.4.21.1.3 Back filling around foundations in pits trenches, plinth or under floorsa) EarthEarth used for filling shall be free from salts, organic or other foreign matter.All clods of earth shall be broken or removed. Material for back filling shallgenerally be obtained from the spoil of excavation. But, the Engineer-inchargeshall have the option, in case of shortage of good selected earthobtained from excavation, to direct the contractor to get the filling materialsfrom approved borrow pits.b) Filling in pits & trenches around structuresAs soon as the work in foundations have been accepted and measured, thespaces around the foundation structures in pits and trenches shall be311410168 V (G) - 22 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIcleared of all debris, brick bats, mortar dropping, etc. and filled with earth inlayers not exceeding 15 CM each layer being watered, rammed andproperly consolidated before the succeeding one is laid. Each layer shall beconsolidated to the satisfaction of the Engineer-in-charge. The final surfaceshall be dressed and levelled to proper profile as desired by the Engineerin-charge.In case of black cotton soil the back filling shall be done withsand at the direction of the Engineer-in-Charge.c) Plinth FillingThe plinth shall be similarly filled with earth as described here-in-before inlayers not exceeding 15 CM watered and consolidated. The finished levelof the filling shall be dressed to the slope intended to be given to the floor.In case of black cotton soil replacement of top 1 M soil with approvedsoil/sand shall be done.d) Sand Filling in Trenches & other PlacesAt places back filling shall be done with local sand if directed by theEngineer-in-Charge. The sand used shall be clean, medium grained andfree from impurities. The filled-in-sand shall be kept immersed in water forsufficient time to ensure maximum consolidation. The surface of theconsolidated sand shall be dressed to required level or slope. Constructionof floors or other structures on sand fill shall not be started until theEngineer-in-Charge has inspected and approved the fill.e) Trenches for water pipes & drainsFilling in trenches for pipes and drains shall be commenced as soon as thejoints of pipes and drains have been tested and passed. Where thetrenches are excavated in soil, the filling shall be done with earth on thesides and top of pipes in layers not exceeding 15cm, watered, rammed andconsolidated, taking care that no damage is caused to the pipe underneath.In case of excavation of trenches in rock the filling upto a depth of 30 cm orthe diameter of the pipe whichever is more, above the crown of pipe orbarrel shall be done with fine material such as earth, moorum, pulverised311410168 V (G) - 23 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIdecomposed rock or ash according to the availability at site. The remainingfilling shall be done with rock filling of boulders of size not exceeding 10 cmmixed with fine material as available to fill up the voids, watered, rammedand consolidated.4.21.2 Plain & Reinforced Cement Concrete4.21.2.1 Except where they are varied by the requirement of this specification dueprovision of IS specification IS-456 for plain and reinforced cement concreteand IS-432 (Part I & II) for mild and medium tensile steel bars and harddrawn steel wire, IS:1786 for high strength deformed steel bars & wires forconcrete reinforcement and other relevant IS applicable together with thelatest amendments shall be held to be incorporated in this specification. Itshall be intent of these specifications to ensure that all concrete placed atvarious locations of the job should be durable, strong enough to carry thedesign loads and practically be impervious to water. It should be free fromsuch defects as shrinkage, cracking and honeycombing.4.21.2.2 The concrete grade for RCC structural elements shall conform to provisionsof IS 456:2000 and other relevant IS code of practices. Nominal MixConcrete may be used for concrete of M-20 or lower and the ratio of cementto fine aggregates and coarse aggregate shall be corresponding to thevarious grades of concrete as specified in IS 456 clause 9.3 (table 9). Theconcrete grade for RCC structural elements shall be of minimum M-20grade. The proportions are based on the assumption that aggregates aredry. Necessary allowance shall be made for the bulkage of the fineaggregate in accordance with IS:2386. Allowance shall also be made forsurface water present when computing water content, surface water shallbe determined by one of the field methods described in IS:2386 (Part-III). Inthe absence of exact data, the amount of surface water may be estimated,from values given in Table 10 of IS:456.The water-cement ratio shall not be more than those specified above. Thecement content of any nominal mix proportion specified above shall beincreased if the quantity of water in a mix has to be increased to overcome311410168 V (G) - 24 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIthe difficulties of placement and compaction, so that the water-cement ratiospecified above for a particular mix is not exceeded. No extra payment shallbe made to the contractor for use of the extra cement.If concrete made in accordance with the proportions given above for aparticular grade does not yield the specified strength and fails to satisfy therequirements of 'Acceptance Criteria for concrete' as specified in IS: 456,the cement content shall be increased as directed by the Engineer-inchargeto obtain a specified strength at no extra cost to the Owner. Thisricher mix shall continue until the Engineer-in-charge instructs otherwise.Ordinary concrete proportioned for a given grade specified above shall not,however, be classified as a higher grade on the ground that the teststrengths wee found higher than the minimum specified.In case of higher grade of concrete more than M-20 is used, only DesignMix Concrete shall be used. The contractor shall carry out the mix designand the mix so designed shall be approved by the Owner within thelimitations of parameters and other stipulations laid down by IS 456.The mix shall be designed to produce the grade of concrete having therequired workability and characteristics strength not less than theappropriate value given in table 2 of IS 456.4.21.2.3 MixingConcrete should be mixed in a mechanical concrete mixer and inaccordance with IS: 456.4.21.2.4 WorkabilityThe workability of the concrete shall be checked at frequent intervals byslump test. Where facilities exist and if required by the engineer in charge,alternatively, the compacting factor test in accordance with IS:1199 shall becarried out. The degree of workability necessary to allow the concrete to bewell consolidated and to be worked into the corners of formwork and roundthe reinforcement to give the required surface finish shall depend on the311410168 V (G) - 25 Signature of Bidderwith seal & date

Civil Engg WorksCMPDItype and nature of structure and shall be based on experience and tests.The preferred limits of consistency for various types of structures are asspecified in the following Table-5(C) -1 below:Table-5(C) - 1LIMITS OF CONSISTENCYDegree ofworkabilitySlump in mm with standardcone as per IS:1199SlumpsMin.Max.Very Low 0 25 Vibrated concrete in roads orother large sections25 50 Mass concrete foundationswithout vibration, simplereinforced section with vibrationMedium 50 100High 100 150Normal reinforced wall withoutvibration and heavily reinforcedsection with vibration.Sections with congestedreinforcement not normallysuitable for vibrationNote :Notwithstanding the above, the slump to be obtained for work in progressshall be as per direction of the Engineer in charge.4.21.2.5 Form WorkThe form work shall conform to the shape, lines and dimensions as shownon the drawing and be so constructed as to remain sufficiently rigid duringthe placing and compaction of the concrete and shall be sufficiently watertight to prevent loss of cement slurry for concrete.Shuttering shall be of steel plates or of shuttering plywood supported onsteel/wooden framework. The props shall be either mild steel tubes or salballies 150mm dia.The form work shall be so designed as to support the full weight of wetconcrete as well as the working load without deformation. All props shall betrue and rigid and thoroughly braced both horizontally and diagonally.Where staging is required extra care shall be taken to use bigger diameter311410168 V (G) - 26 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIprops and bracings at maximum 3 M interval. All props shall be supportedon sole plates and double wedges. At the time of removing props thesewedges shall be gently eased and not knocked out.All rubbish, chippings, shearing and saw dust shall be removed from theinterior of the forms before the concrete is placed and the form work incontact with the concrete shall be cleaned thoroughly wetted or treated withnon-staining mineral oil or any other approved material. Care shall be takenthat oil or such approved material is kept out of contact with thereinforcement.All form work shall be removed without shock or vibration and shall beeased off carefully in order to allow the structure to take up its loadgradually. Forms shall not be removed until the concrete has adequatelyhardened to take up the superimposed load coming on it and in nocircumstances shall form be struck until the concrete reaches a strength ofat least twice the strength to which the concrete may be subjected at thetime of working.4.21.2.6 In normal circumstances where ordinary Portland cement is used, form maybe removed at the expiry of such period as mentioned in Clause 11.3 ofIS:456. However, the above period may be increased if found necessary bythe Engineer-in-Charge. Special care shall be taken while striking thecentring of cantilevered slab, canopies, portal frames, folded plateconstruction etc. and period of striking shall be determined by the Engineerin-Charge.4.21.2.7 Surface that becomes exposed on removal of the forms shall be carefullyexamined of any fins, burrs, projections etc. that are detected shall beremoved. In case honeycombs are found in the concrete the same shall beclosely examined by the Engineer-in-Charge. If the honeycomb is of minornature the loose portion should be removed and finished with cementmortar 1:1. But in case of large honeycombs, the same shall have to beredone or made good by gunniting etc.311410168 V (G) - 27 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe contractor at his own cost shall reconstruct any work showing signs ofdamage through premature or careless removal of centring and shuttering.4.21.2.8 Before re-use of forms, it shall be thoroughly scrapped, cleaned, joints etc.examined and if necessary repaired and inside surface treated. Frameworkshall not be used/ re-used if declared unfit by the Engineer-in-Charge.4.21.2.9 Anchor bolts, anchors, openings, sleeves, inserts & other Built-in-Fixtures:The contractor shall provide openings, grooves, chases etc. in concretework as required for erection of equipment and structures. He shall alsobuild into concrete work the materials like inserts, hanger, anchors openingframes, manhole cover, frames, floor clips, sleeves, conduits, anchor boltsand plates for machinery/ equipment and for structural steel work, dowelbars, lugs, joints or any other built -in fixtures as may be required andinstructed. Correct location, exact alignment, etc of all these shall beentirely the responsibility of the contractor. Exposed surfaces of embeddedmaterials are to be painted with one coat of approved anti-corrosive paintand/ or bituminous paint without any extra cost to the owner.4.21.2.10 Steel ReinforcementReinforcement should be accurately fabricated, bent to shape, placed andadequately maintained in position as shown on drawings or as directed bythe Engineer-in-Charge. All finished bars shall be free from cracks surfaceflaws, laminations, jagged and imperfect edges. Cement mortar block (1:1)shall be used to give requisite cover as shown on the drawing or as directedand all intersections of bars shall be firmly tied with binding wire of 18gauge. Reinforcement shall be bend cold in accordance with the procedurestipulated in IS:2502 and will not be straightened in a manner which willinjure the material.All reinforcement shall immediately before placing in concrete be thoroughlycleaned of loose mill scale, loose rust, oil and grease or other deleteriousmatter that would destroy or reduce bond.311410168 V (G) - 28 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIReinforcement in reinforced concrete members shall not be connected bywelding or coupling except in accordance with relevant IS and with theprevious approval of the Engineer-in-Charge. Overlaps and joints shall bestaggered and located at points, along the span where neither shear norbending moment is a maximum.Reinforcement shall have cover as shown in the drawings and where notspecified, the thickness of cover shall be as per IS:456.4.21.2.11 TransportationConcrete shall be handled from the place of mixing to the place of finaldeposit as rapidly as practicable but latest within 30 minutes by methodswhich will prevent the segregation or loss of any of the ingredients. Ifsegregation occurs during transport the concrete shall be re-mixed beforebeing placed.4.21.2.12 Placinga) Concrete shall be placed in position and compacted before initialsetting commences and when once compacted it shall not be subsequentlydisturbed. Method of placing shall be such as to prevent segregation.b) Concrete shall not be dropped into position from a height greater than 1meter.c) Before the concrete is actually placed in position, the insides of theforms should be inspected to ensure that the shuttering is watertight and thesurface treated with approved composition. All debris, sand, dust, etc. shallbe removed from shuttering before concrete is placed in position.d) Concrete shall be placed in suitable layers depending upon the natureof work and generally layers of 30 CM for thick concreting placing shall beconfined to a layer of 30 cm thick.311410168 V (G) - 29 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIe) When concrete is required to be placed under adverse conditions viz.extreme weather conditions, under water, in alkali soils and in alkalinewater, the requirements as stipulated in IS:456 shall be complied with.4.21.2.13 Compactiona) Concrete shall be thoroughly compacted during the operation of placingand thoroughly worked around the reinforcement, around embeddedfixtures and into corners of the form work. Means of compaction shall bemechanical vibration followed by the light tapping of the form work on theexternal face. To ensure proper compaction at corners, junctions,underneath insert and thick reinforcement etc. placing by steel rods is alsoto be done before mechanical vibration. All concrete work whether plain orreinforced shall be mechanically vibrated by needle plate vibrator as thecase may be.b) Beams and columns shall be vibrated using immersion vibrator as perIS: 3558, thin sections like water tanks walls shall be vibrated using surfacevibrators. The contractor shall at all times have in reserve sufficientvibrators of each type to guard against shut down of the work occasionedby the failure of the equipment. No concreting shall be permitted in theevent of power failure.c) The intensity and duration of vibration shall be sufficient to ensurecomplete settlement and compaction without any stratification of successivelayers or separation of ingredients or formation of laitance. Needle vibratorsshall be immersed vertically and not at an angle at regular interval not morethan 45 CM apart from withdrawn very slowly when air bubbles no longercome on the surface. It is better to vibrate at smaller intervals for shorterperiods of time, rather than at wider intervals for longer period of time. Toavoid trapping of air the thickness of layer of concrete to be vibrated shallnot be less than 15 CM and maximum advisable shall be 45 CM. Thevibrator shall be used only to aid compaction and shall never be used topush concrete laterally in the forms and it shall never be used nearer than10 CM to the form surface in order to obtain a uniform appearance.311410168 V (G) - 30 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.21.2.14 CuringConcrete shall be carefully protected during first stage of hardening fromharmful effects of excessive heat, drying winds, running down of surfacewater and shocks. Concrete shall be prevented from drying out by propercuring at least for a period of 14 days and thereafter the surface kept moistfor another 7 days. The method of curing shall be that horizontal surfacesshall be kept covered with ponded water for a continuous period of 14 daysand vertical surface like columns walls, fins etc. and inclined surfaces shallbe covered with straw, hessian etc. and kept constantly wet by water spray.Mere sprinkling of water on vertical and inclined surface shall not beallowed.4.21.2.15 Pressure GroutingPervious rock, fissures etc. under foundations shall be grouted and sealed,if required as per design & drawings. Grout shall be composed of cementand water, except that for wider seams, sand or 6 mm down stone chipsmay have to be used in the mixture. The mix for grouting shall be 1 partcement and 1 part sand. The location and depth of grout holes shall be asdirected by the Engineer-in-charge. Grout shall be placed at pressures upto14 Kg./Cm² or as required for approved grouting machine.4.21.2.16 Pre-cast ConcreteThe specification for pre-cast concrete shall be exactly similar as for thecast-in-place concrete. All pre-cast work shall be carried out in a yard madefor the purpose. This yard shall have a hard and levelled platform made ofconcrete or grouted brick soling finished smooth with neat cement plasteroverlaid by a layer of G.I. plain sheets and shall have curing tank and suchother facilities. The moulds shall preferably be of steel or of wood lined withG.I. sheet metal. The yard shall preferably be fenced.Lifting hooks shall be embedded in correct position of the unit to facilitateerection, even though they may not be shown on the drawings and shall beburnt off and finished after erection.311410168 V (G) - 31 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIPre-cast concrete planks after 28 days of casting and curing ready forerection shall be transported to site by suitable means approved byEngineer-in-charge. All care shall be taken so that no damage occursduring transportation. All adjustments, levelling and plumbing shall be doneby providing instruments, materials and men to the Engineer-in-charge forchecking the proper erection of the pre-cast units. The joint between precastplanks shall be pointed with 1 : 2 cement : sand mortar where called foron the drawing.4.21.2.17 Waterproofing of Concrete StructuresThe materials and design shall conform to the respective IS Code whereverapplicable. The Engineer-in-charge’s approval to the materials shall beobtained by the contractor before procurement. If desired by the Engineerin-charge,test certificates for the materials shall be submitted by thecontractor and samples for testing by the Purchaser shall be supplied free.The materials shall be of best quality available indigenously, fresh andthoroughly clean.a) Water Stopsi) Ribbed Rubber Water Stop - The material must be very durable andtough. The ribs shall be sufficient to ensure bond with concrete. The widthshall be minimum 100 mm and thickness minimum 3 mm. The rubber waterstop must be used in long lengths to avoid splicing as far as possible. Eachshall have at least 230 mm overlaps and stuck with a reliable stickercompound or vulcanised.b) G. I. Strips - G.I. strips shall be minimum of 22 gauge and 230 mm inwidth. It shall be strong and durable. Longest lengths available shall only beprocured. At joints strips shall be lapped 150 mm and brazed thoroughly toprevent any leak. These shall be placed in position very securely so as notto get dislodged or distorted during placing of concrete. G.I. strips to beused in construction joints.311410168 V (G) - 32 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIc) PVC Sealing Strips- PVC sealing strips shall be used for Expansionjoints. The minimum thickness of PVC sealing strips shall be 5 mm and theminimum width 150 mm. The actual size and shape shall have to bespecified in drawings. The material should be of good quality Polyvinylchloride highly resistant to tearing, abrasion and corrosion. The physicalproperties shall generally be as follows:Sp. Gr. - 1.3 to 1.35Shore hardness- 60 A to 80 ATensile Strength- 100 -150 Kg/Cm²Min. safe continuous Temp. - 70°CUltimate elongation - Not less than 27.5%d) Admixtures ini) PlasterThe plaster shall be made of cement, sand and water proofing admixturesas per manufacturers specification if required. The admixture shall be`IMPERMO’ or equivalent as approved by the Engineer-in-charge. TheConcrete surface to be plastered shall be hacked to form a key to Engineerin-charge’ssatisfaction. If desired by the Engineer-in-charge, the contractorshall have the work supervised by the manufacturer’s supervisor at no extracost to the owner.ii)ConcreteThe admixture shall be of right variety of Lilax, Silvicon, “ICICO” orequivalent water proofing cement additive, which conforms to IS:2645.Water proofing additive shall be as far as possible free from aggressivechemicals like chlorides, sulphides etc. which can cause corrosion of steelreinforcement in R.C.C.iii)Other Admixture in ConcreteThe Engineer-in-charge may at his discretion instruct the contractor to useany admixture in the concrete.311410168 V (G) - 33 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIe) Surface Treatmentsi) Bituminous CoatingSurface to be waterproofed shall be absolutely dry, clean and dust free. Thesurface shall be completely coated with hot coal tar pitch as per IS : 216(not heated above 375°F) using not less than 2 Kg per M² or with hotasphalt i.e. bitumen according to IS : 73 (not heated above 400°F) using notless than 1.5 Kg per M². When the first coat has completely dried up andpassed by the Engineer-in-charge, the second coat shall be applied in themanner using not less than 1.25 Kg per M² in case of coal tar and 1 Kg perM² in case of asphalt. Immediately after application of the second coat andbefore it is dried up, sand shall be spread on the surface to cover itcompletely. Sufficient time shall be allowed after spreading of sand beforebackfilling is done in order to allow the final coat to dry up completely. Coaltar or asphalt to be used shall be of approved manufacture and of the bestquality available.ii) Bitumen FeltIf specified or desired by the Engineer-in-charge, structures shall be madedamp proof by courses of bitumen felt and blown bitumen. The contractorshall entrust the work to a specialist firm approved by the Engineer-incharge.The materials shall conform to IS: 1322 and the workmanship to IS : 1609.The bitumen felt shall be of hessian based. If demanded by the Engineer-incharge,tests as specified in IS Codes shall be organised by the contractorwithout charging any extra to the Purchaser.Cleaning the surface, keeping it dry, providing necessary corner fillets andcement rendering and cutting chases shall be carried out. Protectivebrickwork, concrete sub-bases or walls are to be included in the bid.The specification shall cover laying the damp-proof course on the outsideand inside of the walls and bases of structures. Unless otherwise specified311410168 V (G) - 34 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIelsewhere, a 20 years 'guarantee for perfect performance' shall be given bythe contractor individually and collectively.iii) Damp-Water ProofingMultiple layer damp-water proofing treatment for basement and structurebelow G.L. shall be done in accordance with IS: 1609 and 3067. The type oftreatment shall depend upon the depth of the structures below subsoil waterlevel and shall be as shown on the drawing or as decided by the Engineerin-charge.4.21.2.18 Sampling and Strength Test of ConcreteSampling and strength test of concrete shall be carried out in accordancewith relevant Clause of IS:456. The cost of sampling, testing etc. shall becompletely borne by the contractor. A site laboratory having the followingminimum facilities has to be installed by the contractor for carrying outvarious strength test:a) Compression testing machine of min. capacity of 100Teb) Slump cones.c) Adequate number of standard moulds.d) Curing banke) Weighing balancef) Oven or other apparatus to dry aggregates.4.21.2.19 Acceptance of ConcreteThe criteria for acceptance of a concrete shall be in accordance with IS:456and the consequences of rejection shall be at the expense of the contractor.4.21.3 Fabrication & Erection of Steel Structures4.21.3.1 GeneralAll structural steel works shall be carried out strictly as per relevant IScodes and standard practices. This will cover fabrication, transportationto the required location and erection including hoisting, grouting and sitewelding/ bolting/ riveting etc. all complete.311410168 V (G) - 35 Signature of Bidderwith seal & date

Civil Engg Works4.21.3.2 Names of manufacturer and copies of ordersCMPDIBefore ordering structural steel the contractor shall submit, for the approvalof the Engineer-in-Charge the names of the proposed makers or supplierstogether with the specification of the materials and shall thereafter, sendcopies of the orders to the Engineer-in-charge. When a supplier orsub-contractor orders materials for the execution of his sub-contract, heshall also comply with the aforesaid requirement by the submission of thenames of makers proposed and by sending to the Engineer-in-Chargecopies of the order.4.21.3.3 Materials & WorkmanshipAll structural steel shall be of tested quality and shall comply with therequirement of IS:2062. Mild steel nuts and bolts shall be made from steelof round bar quality and not from rivet bars. The maker's test certificatesshall be made available by the contractor to the Engineer-in-charge or hisrepresentative when called for.If the contractor has difficulty in obtaining the IS section specified or shownon the drawing he may submit for approval to the Engineer-in-Charge thenearest section available.The use of alternative section may be permitted only under extremecircumstances and only when approved in writing by the Engineer-incharge.All bolts and nuts shall be made in accordance with relevant IS specificationand unless shown or specified otherwise, shall be hexagonal. All nuts are tobe fit tight washers shall be used wherever necessary.4.21.3.4 FabricationAll steel sections to be used in the work shall be of tested quality and shallbe approved by the Engineer-in-Charge before use. After proper marking tothe required shape and size as per approved design and drawing, the steelsection shall be cut to the required shape and size and cut edges, shall be311410168 V (G) - 36 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIfinished smooth by grinding. No two pieces shall be welded or otherwisejointed to make up the required shape and size of a member except asindicated in the drawing or directed by the Engineer-in-Charge.All structural steel work shall be in accordance with IS:800 code of practicefor use of structural steel in general building construction and loading shallbe in accordance with IS:875 code of practice for structural safety orbuilding loading standards, where applicable. The templates for theconnections between interchangeable parts shall be of steel and steelbushed in such cases as the Engineer-in-Charge may consider necessary.In case where actual materials have been used as templates for drillingsimilar pieces, the Engineer-in-Charge will decide whether they are fit to beused as parts of finished structure.All smithy work shall be clean and sound and the metal shall not be burnt orinjured in anyway. No drifting shall be allowed except for bringing togetherseveral parts forming a member but the drifts must not be driven with suchforce as to disturb or damage the metal about the holes.Particular care must be taken to ensure free expansion and contractionwherever provided for in drawings or specifications.All members must be so formed that they may be accurately assembledwithout unduly packing straining or forcing into position, and when built thesame shall be true and free from any twist, kink buckles or open jointsbetween component pieces. Any failure in this respect shall involverejection of the member.Greatest accuracy shall be observed to facilitate erection at site and allcorresponding parts must be made similar and interchangeable.Machined surface must be well coated with a mixture of white lead andtallow. Screwed ends of the rods and anchor bolts or machined surfacesshall be protected from injury during transit.311410168 V (G) - 37 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIDummy pieces are to be prepared where necessary during fabrication andshop assembly to check the accuracy of work to the satisfaction of theEngineer-in-Charge or his representative at no extra cost.4.21.3.5 BoltingThe material used for the manufacture of structural quality high tensile steelbolts shall have a minimum tensile strength of 58 Kg/mm2. Othermechanical properties shall conform to grade St-58-HTof IS: 961.Bolts, nuts and washers and other fastening materials shall be stored inracks off the ground with coating of suitable protective oil. All bolts, nutsand washers shall conform to the relevant Indian Standards.Bolts shall be inserted in such a way that they may remain in position undergravity even before fixing the nut. Bolted parts shall fit solidly together whenassembled and shall not be separated by gaskets or any other interposedcompressible materials. When assembled, all joint surfaces, including thoseadjacent to the washers, shall be free of scales except tight wall scales.They shall be free of dirt, loose scales, burns and other defects that shouldprevent solid sitting of the parts. Contact surfaces shall be free of oil, paint,lacquer or galvanising.All high tensile bolts conforming to HT-58 of IS:961 shall be tightened toprovide, when all fasteners in the joint are tight, at least the minimum bolttension as mentioned below:-Nominal Bolt Dia (mm) Minimum Bolt Tension(kgf)20 830022 1020025 119004.21.3.6 WeldingElectrodes complying with IS:814-1974 or latest "Covered Electrodes forMetal Arc Welding of Structural Steel". Arc welding shall be used. Thebidder shall state in his tender the specifications and all relevant particularsof the electrodes which he proposes to use.311410168 V (G) - 38 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIWelding of mild steel shall be in accordance with IS: 816-1969 or latest"Code of Practice for use of Metal Arc Welding for general construction inMild Steel".All welding operation shall be carried out by skilled welders (who wouldsatisfy the requirement of engaged in welding structures other than pipes)working under constant competent supervision in a properly organisedmanner with quality welding sets and with automatic welding machines asfar as possible and with suitable electrodes, all to the approval of Engineerin-Chargeand to his satisfaction. Number of welding sets both automaticand hand operated proposed to be used in fabrication in workshop with allthe relevant specifications is to be submitted to the Engineer-in-Chargebefore execution of work.Special attention shall be given to a suitable sequence of welding to keepthe internal stresses within permissible limits.4.21.3.7 InspectionThe Engineer-in-Charge and his authorised representatives shall have freeaccess at all reasonable times to all places where the work is being carriedout and shall be provided by the contractor, at the expense of thecontractor, with all the necessary facilities and labour for inspection duringfabrication and erection. The Engineer-in-Charge and his authorisedrepresentative shall be at liberty to reject in whole or part any work ormaterial that does not conform to the terms of these specifications and mayorder the same to be removed, replaced or altered at the expense of thecontractor.No part of the work shall be oiled, painted (except contact surfaces asstated) taken down, packed, bundled, crated or dispatched until it has beenfinally inspected and approved by the Engineer-in-Charge or hisrepresentative. No filling or other obliteration of surface defects shall becarried out prior to such inspection by or without the consent of theEngineer-in-Charge or his representative.311410168 V (G) - 39 Signature of Bidderwith seal & date

Civil Engg Works4.21.3.8 Marking and DispatchingCMPDIEvery portion of the work shall have its erection letters or numbers distinctlystencilled on it with paints and marked with a punch for guidance in erectionat site and every piece, bundle or packing case shall also be clearly markedin accordance with a marking diagram and shall bear such other marks aswill facilitate erection.The work shall be despatched to such portions as may be found convenientfor erection or as ordered by the Engineer-in-Charge and shall be unloadedand stocked neatly in the space allotted to the contractor.All bolts, nuts, rivets, plates under 25mm square and small articlesgenerally are to be packed in cases of adequate strength for safe transit. Allbolts, nuts rivets and washers of different sizes are to be packed securely inseparate bags, each bag having a label indicating its contents.4.21.3.9 PaintingAll steel works shall be provided with two coats of synthetic enamel paintsof approved make and shade over primer.The whole of the fabricated steel works before being dispatched fromfabrication yard shall be dry and after being thoroughly cleaned free fromrust, mill scale, dust, etc. to the satisfaction of the Engineer-in-Charge or hisrepresentative and shall be given one coat of red oxide paint. Paint shall beapplied by brush and not by spraying. Surfaces, which are to be held incontact by riveting or bolting, shall not be painted before assembly.Unless specified otherwise all surface inaccessible after riveting, bolting orintermittent welding shall be given two coats of red oxide paint beforeassembly. Welds and adjacent parent metal shall not be painted prior toremoval of flakes inspection and approval.All bolts, nuts, rivets and washers etc., shall be thoroughly cleaned anddipped in boiled linseed oil before dispatch from contractor's works.311410168 V (G) - 40 Signature of Bidderwith seal & date

Civil Engg Works4.21.3.10 BeddingCMPDIThe bedding shall be carried out with Portland cement grout or mortarhaving a compressive strength of 250 Kg. per Sq.cm at 28 days for allcolumn bases. The bedding shall not be carried out until a sufficient numberof columns have been properly aligned, levelled and plumbed and sufficientgirders, beams and trusses are in position to the satisfaction of theEngineer-in-Charge. Immediately before grouting the space under steelshall be thoroughly cleaned and left free from excessive moisture. The groutor mortar shall be fixed as thickly as possible consistent with fluidity andshall be poured under pressure with pressure grouting machine until thespace has been filled with mortar.4.21.3.11 Erection & Setting OutThe erection of steel work shall be in accordance with IS:800-1984 or latestand IS:816-1969 or latest. The contractor shall be responsible for thesuitability and capability of all plant and equipment used for erection.The contractor shall give to the Engineer-in-Charge not less than twentyfour hours notice of his intention to set out or give levels for any parts of thework with a view to enable the Engineer-in-Charge to make arrangementsfor checking.The contractor shall, as a contingency of the contract, provide all necessaryassistance which the Engineer-in-Charge may require for checking thesetting out.The dimensions and levels of the site and of existing works shown upon thedrawings should be verified before starting the erection work and in case ofany error, omission or discrepancy the same should be rectified.The setting out and levelling of the whole of the works shall be made fromtwo reference lines/points and two datum marks which will be given at site.311410168 V (G) - 41 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe contractor shall take care to see that the component parts fit correctlyand according to the distinguishing match marks. No inter-changeablepieces shall be made unless absolutely necessary.4.21.3.12 CladdingCGS sheets shall be in accordance with latest IS specifications. All fixingaccessories shall conform to IS: 730. Workmanship shall be according tobest construction practices to give a watertight finish to the satisfaction ofthe Engineer-in-charge. Fixing of gutters and down pipes shall be accordingto IS. 2527.a) CGS SheetingSide laps shall be 2 corrugations for roof and one corrugation for sidesheeting. End laps shall be minimum 150 mm for roof and 100 mm for sidesheeting. In ridges and hips where plain sheets are used, the end laps shallbe minimum 100 mm. Holes in CGS sheets shall preferably be made on theground, the sheets should be placed on trestles and holes punched in theridge of the corrugation from the outsides inward for obtaining properseating of limpet washers. Sheets shall be secured to sheet framing by 8mm dia galvanised iron hooks of J-bolts and maximum 305 mm apart. Thelength of the hook of J-bolts shall be to suit the sections of the bearer.Sheet shall also be bolted at the ends at every third corrugation with 6 mmdia galvanised iron seam bolts and GI flat washers and bituminouswashers.4.21.3.13 Gutters & Down PipesAll gutters shall be designed to suit the diameter and spacing of down pipesas shown in the drawing and for rainfall of maximum intensity in the areaand shall include a factor of safety of two. All gutters shall be of GI sheet 16gauge thick. All joints shall be lapped in the direction of flow and shall bemade watertight with suitable caulking compound. The slope of the guttershall be considered in relation to the area of roof drained.311410168 V (G) - 42 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.21.4 Brick and Stone Masonry4.21.4.1 All brick work shall be carried out as shown on the drawings with set backs,projections, cuttings, too things etc. wherever the proportion of cementmortar has not been specifically mentioned, cement mortar in proportion of1:6 shall be used. Flat brick arches shall be provided wherever requiredwithout any extra cost. Brick work shall be kept wet while in progress, tillmortar has properly set. On holidays or when work is stopped, top of allunfinished masonry shall be kept wet. Should the mortar become dry, whiteor powdery, for want of curing, work shall be pulled down and rebuilt at thecontractor's expense.Bricks shall be thoroughly cleaned, well wetted and soaked for at leasttwelve hours in fresh water before being used on the work. Bricks shall beof locally available best quality.English bond shall be used throughout in walling. A good bond shall bemaintained throughout the work, both laterally and transversely. In wallingthe courses shall be kept perfectly horizontal and in plumb with the frogsfacing upwards. Vertical joints shall not exceed 10mm thickness and shallbe full of mortar. No broken bricks shall be used except as closers. Afterday's work all joints shall be raked to 12mm depth to provide for proper keyto plastering.Mortar used shall be specified in respective items and every third course ofbrickwork shall be flushed with mortar grout.Whole of the masonry work shall be brought up at one uniform levelthroughout the structure, but where breaks are unavoidable; joints shall bemade in good long steps. All junctions of walls and cross walls shall becarefully bonded into the main walls. The rate of laying masonry may beupto a height of 60 CM per day if cement mortar is used and 45 CM per dayif lime mortar is used. Greater heights may be built only if permitted by theconsultants.311410168 V (G) - 43 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIDuring rains, the work shall be carefully covered to prevent mortar frombeing washed away. Should any mortar or cement be washed away, thework shall be removed and rebuilt at the contractor's expense.4.21.4.2 Half Brick MasonryHalf brick masonry shall be set in cement mortar as specified and where notspecifically mentioned cement mortar in proportion of 1:4 shall be used.Hoop iron bands of 2.5 CM x 0.16 CM (1" x 1/16") shall be embedded inevery fourth course with thick mortar band or 2 No. 6mm (1/4") dia barsshall be used in every 6th course (irrespective of it being shown in drawingsor not).4.21.5 Plastering, punning, plaster of paris4.21.5.1 Plasteringa) Preparation of SurfaceAll pot log holes in brickwork and junction between concrete and brickworkshall be properly filled in advance. Joints in brickwork shall be raked to12mm and concrete surface hacked to provide the grip to the plaster.Projecting burrs of mortar formed due to gaps at joints in shuttering shall beremoved. The surface shall be scrubbed clean with wire brush/coir brush toremove dirt, dust etc. and the surface thoroughly washed with clean waterto remove efflorescence, grease and oil etc. and shall be kept wet for aminimum of six hours before application of plaster.b) Mortar for plastering shall be as specified in the schedule of items. Forsand cement plaster, sand and cement in the specified proportion shall bemixed dry on a watertight platform and minimum water added to achieveworking consistency. For lime gauged plaster, lime putty or hydrated limeand sand in the required proportion shall be mixed on a watertight platformwith necessary addition of water and thoroughly ground in mortar mill. Themix shall then be transferred to a mechanical mixer to which the requiredquantity of cement is added and mixed for at least 3 minutes. No mortar311410168 V (G) - 44 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIwhich has stood for more than half an hour shall be used, mortar that showstendency to become dry before this time, shall have water added to it.c) Application of PlasterPlaster, when more than 12mm thick, shall be applied in two coats - a basecoat followed by the finishing coat. Thickness of the base coat shall besufficient to fill up all unevenness in the surface. No single coat shallhowever exceed 12mm in thickness. The lower coat shall be thicker thanthe upper coat. The overall thickness of the coats shall not be less than thethickness as specified in the schedule of items. The undercoat shall beallowed to set and shrink before applying the second coat of plaster. Theunder coat shall be scratched or roughened before it is fully hardened toform a mechanical key and thoroughly levelled. The method of applicationshall be 'thrown on' rather than 'applied by trowel'.To ensure even thickness and true surface, patches of plaster about100mm to 150mm square or wooden screed 75mm wide and of thethickness of the plaster, shall be fixed vertically about 2m to 3m apart, to actas gauges. The finished wall surface shall be true to plumb and thecontractor shall, without any extra cost to the owner, make up allirregularities in the brick work with plaster. All vertical edges of brick pillars,doors jambs etc. shall be chamfered or rounded off as directed by theEngineer-in-Charge. All drips, grooves, mouldings and cornices as shownon drawings or instructed by Engineer-in -charge shall be done with specialcare to maintain true lines levels and profiles. After the plastering work iscompleted all debris shall be removed and holes left during plastering shallbe repaired and left in good condition after completion of the job.d) FinishGenerally the standard finish shall be used unless otherwise specified.Whenever any special treatment to the plastered surface is indicated, thework shall be done exactly as specified to the entire satisfaction of theEngineer-in-Charge regarding the texture, colour and finish. Wheneverpunning is indicated, the interior plaster shall be finished rough. Otherwise,311410168 V (G) - 45 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIthe interior plaster shall generally be finished to a smooth surface. Theexterior surface shall generally be finished with a wooden float.4.21.5.2 Neat Cement FinishImmediately after achieving a true plastered surface with the help of awooden straight edge, the entire area shall be uniformly treated with a pasteof neat cement at the rate of 1Kg. per Sq.m. and finished smooth with atrowel.4.21.5.3 CuringAll plastered surfaces, after laying, shall be watered for a minimum period ofseven days, by an approved method and shall be protected from excessiveheat and sunlight by suitable means. Moistening shall commence as soonas the plaster has hardened sufficiently and not susceptible to damage.4.21.5.4 Plaster-of-Paris PunningPlastered surfaces, where specified, shall be finished with plaster-of-parispunning. The material shall be from approved manufacturers and asapproved by the Engineer-in-charge. The thickness of the punning shall be2mm and shall be applied by skilled workman. The finish shall be smooth,even and free from undulations, cracks etc. Before bulk work is taken inhand a sample of punning shall be done on roughly 10 Sq.m. area andapproval of the Engineer-in-charge obtained. The work shall then be takenin hand as per approved sample.4.21.5.5 Finish to masonry and concrete shall fully comply with the drawings,specifications approved samples and instructions of the Engineer-in-chargewith respect to lines, levels, thickness, colour, texture pattern and any otherspecial criteria as mentioned in the body of the specification or as shown ondrawings.311410168 V (G) - 46 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.21.5.6 Painting, White Washing etc4.21.5.6.1 This specification covers painting, white washing, polishing etc. of bothinterior and exterior surfaces of masonry, concrete, plastering, plaster ofParis, false ceiling, structural and other miscellaneous steel items, rainwater down pipes, floor and roof drains, soil, waste and service waterpipes and other ferrous as well as non-ferrous metal items as shown ondrawings or as directed by the Engineer-in-charge. If surface to befinished can not be prepared in suitable condition for painting bycustomary preparatory methods, the contractor shall notify theEngineer-in-charge in writing or assume responsibility for and rectifyany unsatisfactory finishing that results. Before commencing painting,the contractor shall obtain the approval of the Engineer-in-charge inwriting regarding the scheduling of work to minimise damage,disfiguration or staining by other trades. He shall also undertake normalprecautions to prevent damage, disfiguration or staining to work of othertrades or other installations.4.21.5.6.2 Executiona) PaintingMaterials shall be highest grade products of well known approvedmanufacturer and shall be delivered to the site in original sealed containers,bearing brand name, manufacturer's name and colour shade, with labelsintact and seals unbroken. All materials shall be subject to inspection andapproval by the Engineer-in-charge. It is desired that materials of onemanufacturer only shall be used as far as possible and paint of one shadebe obtained from the same manufacturing firm. All paint shall be subjectedto analysis from random samples taken at site from painters bucket, if sodesired by Engineer-in-charge.All prime coats shall be compatible to the material of the surface to befinished as well as to the finishing coats to be applied. All unspecifiedmaterials such as shellac, turpentine or linseed oil shall be of the highest311410168 V (G) - 47 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIquality available and shall conform to the latest IS. All such materials shallbe make of reputed and recognised manufacturers and shall be approvedby the Engineer-in-charge. All colour shall be as per painting schedule andtinting and matching shall be done to the satisfaction of the Engineer-incharge.In such cases, where samples are required, they shall be executedin advance with the specified materials for the approval of the Engineer-incharge.b) White WashingWhite washing shall be done from pure slaked lime or fat lime or a mixtureof both as instructed by the Engineer-in-charge and shall conform to IS:712-1984 latest edition. Samples of lime shall be submitted to the Engineer-In-Charge for approval and lime as per approved samples shall be brought tosite in un-slaked condition. After slaking, it shall be allowed to remain in atank of water for two days and then thoroughly stirred up until it attains theconsistency of thin cream. 100 gram of gum to 6 litres of white wash waterand a little quantity of indigo of synthetic ultramarine Blue shall be added tothe lime.c) Water-Proof Cement PaintWater-proof Cement paint shall be made from best quality white cementand lime resistant colours with accelerators, waterproofing agents andfungicides. The paint shall conform to IS:5410 latest edition.d) Acrylic Emulsion PaintAcrylic Emulsion Paint shall be water based acrylic polymer emulsion withrutile titanium dioxide and other selected pigments and fungicide. It shallexhibit excellent adhesion to plaster and cement surface and shall resistdeterioration by alkali salts. The paint film shall be able to withstandwashing with mild soap and water without any deterioration in colour orwithout showing flaking, blistering or peeling.311410168 V (G) - 48 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIe) Synthetic Enamel PaintSynthetic Enamel Paint shall be made from synthetic resins and drying oilwith rutile titanium dioxide and other selected pigments to give a smooth,hard, durable and glossy finish to all exterior and interior surfaces. Whiteand pastes shades shall resist yellowing and darkening with ageing. Thepaint shall conform to IS:2932 & IS:2933.4.21.5.6.3 StorageThe contractor shall arrange for safe and proper storage of all materials andtools. Paints shall be kept covered at all times and mixing shall be done insuitable containers. All necessary precautions shall be taken by theTENDER to prevent fire.4.21.5.6.4 Preparation of SurfaceBefore starting the work the contractor shall obtain the approval of theEngineer in charge regarding the soundness and readiness of the surfaceto be painted.a) Masonry, Concrete & Plastered SurfaceSurface shall be free from all oil, grease, efflorescence, mildew, loose paintor other foreign and loose materials. Masonry cracks shall be cleaned outand patch filled with mortar similar to the original surface and uniformlytextured. Where this type of resurfacing may lead to the finis1hing beingdifferent in shade from the original surfaces, the resurfaced area shall betreated with minimum one coat of cement primer which should be continuedto the surrounding area with an overlapping of minimum 100mm. Surfacewith mildew or efflorescence shall be treated as below:Mildew : All mildew surfaces shall be treated with an approved fungicidesuch as ammoniacal wash consisting of 7 Gm. of copper carbonatedissolved in 80 ml liquid ammonia and diluted to 1 litre with water or 2.5%magnesium silico fluoride solution and allowed to dry thoroughly beforepaint is applied.311410168 V (G) - 49 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIEfflorescence: All efflorescence shall be removed by scrubbing affectedsurfaces with a solution of muriatic acid in water (1:6 to 1:8) and washedfully with clear water and allowed to dry thoroughly.b) MetalAll metal surfaces shall be absolutely clean, dry and free from wax, greaseor dried soap films. All steel and iron surfaces shall be free from rust. Allgalvanised iron surface shall be pre-treated with a compatible primeraccording to the manufacturer's direction. Any abrasion in shop coat shallbe touched up with the same quality of paint as the original coat.4.21.5.6.5 Applicationa) GeneralThe method of application shall be as recommended by the manufacturer.In case of selection of special shades and colour (not available in standardshades) the contractor shall mix different shades and prepare test panels ofminimum size 1 M square as per instruction of the Engineer-in-charge andobtain his approval prior to application of finishing paints.Proper tools and implements shall be used. Scaffoldings if used shall beindependent of the surface to be painted to avoid shade differences of thefreshly repaired anchor holes.Painting shall be done by skilled labours in a workman like manner. Allmaterials shall be evenly applied, so as to be free of sags, runs, crawls orother defects. All coats shall be of proper consistency. In case of applicationby brush no brush marks shall be visible. The brushes shall be clean and ingood condition before application of paint. All priming undercoats forpainting shall be applied by brush only and rollers, spray equipment etc.shall not be used.No work shall be done under conditions that are unsuitable for production ofgood results. No painting shall be done when plastering is in progress or isdrying. Application of paint which seals the surface to moisture shall only be311410168 V (G) - 50 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIdone. All coats shall be thoroughly dry before being sand papered or beforethe succeeding coat is applied. Coats of painting as specified are intendedto cover surface perfectly. In case the surface is not covered properly byapplying the specified number of coats, further coats shall be applied by thecontractor at his own cost when so directed by the Engineer-in-Charge.All primers and undercoats shall be tinted to approximate the colour of thefinishing coat. Finishing coats shall be of exact colour and shade as perapproved samples and all finishing shall be uniform in colour and texture.All parts of mouldings and ornaments shall be left clean and true to finish.b) White WashingThe surface where white washing is to be applied shall be cleaned of allloose materials and dirt. All holes and undulations of the surface shall befilled up with lime putty and shall be allowed to dry up before application ofthe lime solution.One coat of white wash shall consist of one stroke from up to downwardsand another from bottom upwards over the first stroke and then from left toright before the previous one dried up. Second coat shall be appliedsimilarly after the first coat dried up completely and similarly third coat shallbe applied and in case the Engineer-in-charge feels that more coats arerequired the contractor shall do so without any extra cost to owner. Nobrush marks should appear on the finished surface. The inner plasteredsurfaces of walls shall be given 3 or more coats of white washing.c) Water-Proof Cement PaintSurface to be coated with cement paint shall be washed and brushed down.As soon as the moisture has disappeared, the surface shall be given onecoat paint. Care shall be taken so that the paint does not dry out too rapidly.After 4 to 6 hours of painting the water shall be sprinkled over the surface toassist curing and prevent cracking. After the first coat has dried (24 to 48hours, the second coat shall be applied in similar manner. The finished311410168 V (G) - 51 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIsurface shall be kept moist by occasional sprinkling with water for sevendays after final painting.d) Acrylic Emulsion PaintLime gauged cement plastered surface shall not be painted for at least onemonth after plastering. A sample patch shall be painted to check alkalireaction if so desired by the Engineer-in-charge. Painting shall be strictly asper manufacturer’s specifications.e) Synthetic enamel paintSynthetic Enamel paint shall be applied on properly primered surface.Subsequent coat shall not be applied till the previous coat is dry. Theprevious coat shall be lightly sand papered for better adhesion ofsubsequent coats.4.21.5.6.6 Cleaning UpThe contractor shall, on completion of painting etc. remove all marks andmake surfaces good, where paint has been applied, splashed or splattered,including cleaning all equipment, fixtures, glass furniture, fittings etc. to thesatisfaction of the Engineer-in-charge.4.21.5.6.7 Acceptance Criteriaa) All painted surfaces shall be uniform and pleasing in appearance.b) The colour, texture etc. small match exactly with approved samples.c) All stains, splashes and splatters of paints shall be removed fromsurrounding surfaces.4.21.5.6.8 Flooring, skirting, dado etcAll flooring, skirting, dado, etc. shall be executed strictly as per relevant ISSpecification and in workmanship manner.311410168 V (G) - 52 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI4.21.5.6.8.1 Cement Concrete FlooringSelection of materials, method of mixing, placing and compacting shallgenerally confirm to the specifications under plain and reinforced cementconcrete described earlier. A concrete of stiff consistency with workabilityshall be used.a) Preparation of surfaceBefore the operation for laying topping is started, the surface of baseconcrete shall be thoroughly cleaned of all dirt, loose particles cockedmortar droppings and laitance if any, by scrubbing with coir or steel wirebrush. Where the concrete has hardened so much that roughening ofsurface by wire brush is not possible, the surface shall be roughened bychipping or hacking at close intervals. The surface' shall then be cleanedwith water and kept wet for 12 hours and surplus water shall be removed bymopping before the topping is laid.b) LayingThe screed strips shall be fixed over the base concrete dividing it intosuitable panels. Before placing the concrete for topping, neat cementconcrete just ahead of the Finish. Concrete of specified portion andthickness shall be laid in alternate panels to required level and slope andthoroughly tamped.c) Finishing the surfaceAfter the concrete has been completed it shall be finished with a floatingcoat of neat cement. Finishing operations shall start shortly after thecompaction or the concrete and surface shall be trowelled so as to producean uniform and hard surface. The satisfactory resistance of floor to wardepends largely upon the care with which trowel ling is carried out. The timeinterval allowed between successive trowel ling is very important.Immediately after placing cement punning only just sufficient trowelling shallbe done to give a levelled surface. Excessive trowelling in the earlier stages311410168 V (G) - 53 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIshall be avoided as this tends to bring a layer rich in cement to the surface.Some time, after the first trowelling, the duration depending upon thetemperature, atmospheric condition and the rate of set of cement used, thesurface shall be trowelled to close any pores in the surface and to bring tosurface and to scrap off any excess water in concrete or laitance. No drycement shall be used directly on the surface to absorb moisture or to stiffenthe mix. The final trowelling shall be done well before the concrete hasbecome too hard but at such a time that considerable pressure is requiredto make any impression of the surface.4.21.5.6.8.2 HARDCRETE FLOORINGHardcrete flooring shall consist of two layers, the under layer of cementconcrete 1:2:4 (1 cement :2 Coarse sand : 4 graded stone aggregate 20mmnominal size) of thickness as specified in the item of work. It shall be laid insame manner as per cement concrete flooring.The top layer shall be 12mm thick cement hardener consisting of mix 1:2(1cement hardener mix:2 grade stone aggregate 6mm nominal size) byvolume. Hardeneing compound is mixed @ 2 litre per 50 Kg of cement or asper manufacturer’s specification. Just enough water shall be added to thismix and mixed thoroughly well and laid to uniform thickness of 12mmcompacted. After initial set has started, the surface shall be finished asdirected.4.21.5.6.8.3 PVC Tile FlooringThe thickness and size of tiles used for flooring shall be as per the item ofworks and shall be manufactured by standard approved manufacturer. Thebase over which the tiles are to be laid shall be finished smooth to receivethe tiles. The surface shall be thoroughly cleaned and made dry beforelaying the tiles. The tiles shall be laid in position with an approved brand ofadhesive and used in accordance with manufacturer's direction. Tiles shallbe laid by skilled workmen experienced in this class of work in aworkmanlike manner. Tiles shall be carefully butted together cut into311410168 V (G) - 54 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIcorners and angle and showing even margins. The joints between the tilesshall be as fine as possible and uniform throughout.PVC tiles skirting shall be done with the tiles fully matching to tile flooring.4.21.5.6.9 Steel doors, windows, ventilators, rolling shutters, MS grills etc .4.21.5.6.9.1 Steel Doors, Windows & VentilatorsSteel used in the manufacture of rolled steel sections shall not have morethan 0.060 percent of sulphur and 0.060 percent of phosphorous. Thecarbon content shall not exceed 0.20 percent and shall be of weldablequality. In all other respects, the rolled steel sections shall conform torelevant IS.Frames shall be square and flat. Both the fixed and openable frames shallbe constructed of sections, which have been cut to length, mitred andelectrically welded at corners. Sub-dividing bar units shall be tonned andriveted into the frames. All frames shall have the corners welded to a trueright angle and welds shall be neatly cleaned off. Couplings, mullions,transom and weather bar shall be' provided as directed by the Engineer-incharge.Outer frames shall be provided with fixing holes centrally in the web of thesections and fixing screws and lugs shall be used for fixing the frame tomasonry. Mastic cement shall be used for making the joints watertight.Hinges shall be strong projecting type. If directed, friction type hinges shallbe used in which case windows shall not be fitted with peg stays.Projecting type hinged shutter shall be fitted with bronze or brass peg stays,30cm. long with pegs and brackets welded/riveted to the frame.All windows shall be provided with handles of brass or bronze.Top hung ventilators shall be fixed with plain hinges riveted/welded to thefixed frame. A brass or bronze peg stay 30cm. long as windows shall beprovided.311410168 V (G) - 55 Signature of Bidderwith seal & date

Civil Engg WorksCMPDICentre hung ventilators shall be hung on two pairs of brass or leaded tinbronze cup pivots riveted to the inner and outer frames of the ventilators topermit the ventilators to swing through an angle of approximately 85degree. The opening position of the ventilators shall be so balanced to keepit open at any desired angle under normal weather conditions. A bronzespring catch shall be fitted in the centre of the top bar of the ventilator forthe operation of the ventilator. This spring catch shall be secured to theframe with brass screws and shall close into a mild steel malleable formcatch plate riveted or welded to outside of the outer ventilator frame bar. Abrass cord pulley wheel in mild steel or malleable iron brackets shall beprovided along with cord eye.The windows and ventilators shall be painted. All the steel surfaces shall bethoroughly cleaned free of rust, scale or dirt and mill scale by picking orphosphating and before erection painted with one coat of approved primerand after erection painted with two finishing coats of synthetic enamel paintof approved shade and quality.Glazing of specified thickness shall be provided on the outside of framesand unless otherwise specified, metal beadings of approved shape andaction shall be used for fixing glasses. Special metal sash putty of approvedmake shall be used, if directed.4.21.5.6.9.2 Rolling ShuttersShall be from approved manufacture suitable for fixing in the positionordered i.e. outside, inside, on or below lintel or between Jambs. Shuttersupto 12 Sq.m (130 Sq.ft.) in area shall be manually operated or `Push up'type while bigger sizes shall be of reduction gear type mechanicallyoperated by chain or handles.These shall consist of 8 gauge sheet or as specified with 75mm (3") MSlaths of best quality mild steel strip machine rolled and straightened with aneffective bridge depth of 16mm (5/8") and shall have convex corrugation.These shall be interlocked together throughout their entire length with endlocks. These shall be mounted on specially designed pipe shaft.311410168 V (G) - 56 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe springs shall be of approved make coiled type. These shall bemanufactured from tested high tensile spring steel wire or strip of adequatestrength to balance the shutters in position. The spring pipe shaft etc. shallbe supported on strong MS or malleable cast iron brackets.4.21.5.6.9.3 Collapsible GatesThese shall be double or single collapsible gates depending upon the sizeof the opening. These shall consist of vertical channels 20x10x2mm at10cm centres braced with flat iron diagonals 20x5mm and top and bottomrails of T-iron 40x40x6 mm with 38mm dia steel pulleys or ball bearing inevery 4th double channels, unless otherwise specified. Where collapsiblegate is not provided within the opening and is fixed along the outer surfaceT-iron at the top may be replaced by flat iron 40x10mm. The collapsiblegate shall be provided with necessary bolts and nuts, locking arrangementstoppers and handles. Any special fittings like springs, catches and locksshall be provided as described in the nomenclature of item in the scheduleof quantities.a) FixingT-iron shall be fixed to floor and lintel by means of anchor bolts at 45cmcentre alternatively in two flanges of T-iron embedded in cement concreteof' floor and lintel. The bottom runner shall be embedded in floor and propergroove formed along the runner for the purpose. The collapsible shutter onthe sides shall be fixed by fixing the end double channels with T-iron railsand also by hold-fasts bolts to the end double channel and fixed in masonryof the side on the other side.4.21.5.6.9.4 MS GrillsMS Grills shall be of required patterns in windows etc. and shall be made ofMS flats, square or round bars and framed all around. It shall be properlywelded, bolted and grouted in walls or fixed with windows/ ventilators frame.Grouting shall be done with at least 4 clamps 150mm long grouted withcement concrete (1:2:4).311410168 V (G) - 57 Signature of Bidderwith seal & date

Civil Engg Works4.21.5.6.10 Aluminium Doors, Windows and GlazingCMPDIa) Structural SufficiencyAll door, windows and ventilators shall be manufactured from standardextruded section of approved, appropriate sizes suitable for the particulartype and size of glazing unit. Detailed shop drawing indicating the fulldesign of every type and unit shall be furnished for approval beforeundertaking the work. TENDER shall assume full responsibility regardingsoundness of various units and adequacy of the sections used for theparticular sizes required to provide appropriate stiffness and strength. If inthe opinion of the Engineer-in charge deficiencies in the section used arefound, the contractor shall replace the glazing units made of approvedsection at his own cost.b) Generali) The unit assemblies shall be as per drawings or as directed by theEngineer-in-charge.ii) The unit assemblies shall be anodised finish. Anodising shall be 20 to25 microns thick of mat texture non-directional and non-specular. Anodisedsurface shall be suitably protected during transportation, storage anderection.iii) The unit shall be joined together by concealed screws. Jamb membersshall be self-mulling type obviating use of separate mullions.iv) Joints shall either be mitred or coped. Mitred joints shall have extrudedcorner reinforcements. All joints shall be neat, hairline and sealed withepoxy resin to make them water proof.v) Openable shutters shall have a single row continuous neoprene or PVCweather strips to prevent air infiltration. Weather strips shall not beinterrupted by any fittings.311410168 V (G) - 58 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIvi) All windows shall be glazed from inside with PVC rubber. Glazingbeads shall be snap fit and shall be fitted without use of screws. No screwsother than those on some of the hard ware shall be visible.vii) Glass in windows shall be 4mm thick and for doors and glazing 5.5mmthick of sheet glass of selected quality.4.21.5.6.11 Roof Waterproofing, Insulation and Allied WorksThis specification covers providing, laying, repairing, finishing, curing,testing, protection, maintenance till handling over of roof. Water-proofing,insulation and allied works for buildings and at locations covered under thescope of the contractor.4.21.5.6.11.1 Grading UnderbedThe surface to receive the underbed shall be roughened and thoroughlycleaned with wire brush and water. The joints in case of pre-cast planksused for roofing shall be thoroughly filled in with 1: 2 cement mortar using`Impermo’ or approved water-proofing compound. Oil patches, if any, shallbe removed with detergent. The surface shall be soaked with water and allexcess water removed just before laying of the underbed.The underbed shall not be laid under direct hot sun and shall be kept inshade immediately after laying so as to avoid quick loss of water from themix and separation from the roof surface. The underbed shall be curedunder water for at least 7 days.The underbed shall be laid to provide an ultimate run-off gradient not lessthan 1 in 120 and as directed by the Engineer-in-charge. Upto an averagethickness of 25 mm the underbed shall usually be composed of cement andsand plaster. For higher thickness the underbed shall be made with cementconcreteThe underbed shall be finished to receive the water-proofing treatmentdirect or insulation as the case may be.311410168 V (G) - 59 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe grading plaster shall be average 25 mm thick maximum. It shall consistof cement and coarse sand in the ratio 1: 4 nominal by volume. The sandand cement shall be thoroughly mixed dry and then water added. Eachbatch of mix shall be consumed before the initial set starts.The plaster shall be fully compacted to the desired grade in continuousoperation. The surface shall be even and reasonably smooth.Concrete shall be used where the sub-grade is more than average 25 mmthick. It shall consist of cement concrete 1: 2: 4 nominal mix by volume with12 mm down stone chips and coarse sand. The aggregate shall be mixeddry and minimum quantity of water shall be added to make the mixworkable.The mix shall be laid to proper grade, fully consolidated and surface shallbe smooth and even.4.21.5.6.11.2 Water-Proofing with Felt LiningThe water proofing treatment shall consist of providing and laying fourcourses water proofing treatment with bitumen felt over roofs consisting offirst and third courses of blown bitumen 85/25 or 90/15 conforming to IS:702 applied hot @1.45 kg per square metre of area for each course ,secondcourse of roofing felt type-3 grade-1 ( Hessian based self finished bitumenfelt) and fourth and final course of stone grit 6mm and down size or peasized gravel spread at 6 cubic diameter per square metre includingpreparation of surface but excluding grading complete with:a) Bitumen felt Hessian base) type-3, grade-I conforming to IS1322 .4.21.5.6.11.3 Acceptance CriteriaThe surface level shall be such as to allow quick draining of water withoutleaving any pool anywhere. The finishing course shall be fully secured andshall have an even density. There shall not be any bubble formation orcrushed or squeezed insulation on underbed.311410168 V (G) - 60 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIThe contractor shall give a guarantee in writing for all works executed underthis specification supplemented by a separate and unilateral guarantee fromthe specialised agency for the roof water-proofing treatment work. Theguarantee shall be for material and workmanship for five (5) years in caseof normal treatment, ten (10) years for heavy treatment and twenty (20)years for extra heavy treatment. The mode of execution of the guaranteeshall be acceptable to the Owner.4.21.5.6.11.4 Rainwater Down Take PipesRainwater down take pipes shall be standard Cast Iron Pipes. Rainwaterdown comers shall run along and be secured to walls, columns etc. Wheredesired by the Engineer-in-Charge these may have to be installed in chasescut in the structure. All pipes shall be well secured and supported byadequately strong brackets. The brackets may be wrought iron cleavestype, splittering type or perforated strap iron type as approved by theEngineer-in-Charge. For vertical runs each pipe shall hang freely on itsbracket fixed just below the socket, suitable spacer blocks shall be providedagainst the vertical surface to which the pipe is fixed. All bends andjunctions shall be supplied with watertight clean outs/ doors.Roof and floor drains and yard gullies shall be installed, if required, bycutting upto the structure and grouted with 1:2:4 cement concrete. Allgutters shall be provided with removable gratings.All horizontal pipes shall have a minimum slope of 1 in 100.4.21.5.6.11.5 GuttersThe gutters shall be made of GI. Each section shall be sufficiently uniformhaving rigid edges and corners. The GI gutters shall have the edgesstrengthened by suitable means. Unless noted otherwise the guttersshall have a minimum fall of 1 in 120. Adequate number of strong supportsshall be provided so that there is no deflection even when the gutter is full.Each joint must have a support. Unless otherwise specified the supportsshall be fabricated of MS brackets. All junctions shall be thoroughly311410168 V (G) - 61 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIwatertight. The joints may be made by riveting, bolting or soldering. Alljoints between successive lengths of gutters shall have an overlap of atleast 5 CM. The drop in the overlap shall always be in the direction of thefall of the gutter. Ends of gutters shall be watertight. Junction with rainwaterdown take pipes shall be made fully water tight and secured.5.0 ADDITIONAL SAFETY MEASURES TO BE TAKEN BY THECONTRACTOR5.1 Suitable scaffolds should be provided for workmen for all works that can notsafely be done from the ground or from solid construction except such shortperiod work as can be done safely from ladders. When a ladder is used, anextra mazdoor shall be engaged for holding the ladder and if the ladder isused for carrying materials as well, suitable footholds shall be provided on theladder and the ladder shall be given a inclination not steeper 1/4 to 1 (1/4horizontal and 1 vertical).5.2 Scaffolding or staging more than 3.5m above the ground or floor swing orsuspended from over head support or erected with stationary support shallhave a guard fail properly attached, braced or otherwise secured at least 1mhigh above the floor or platform of such scaffolding or staging and endsthereof with only such opening as may be necessary for the delivery ofmaterials. Such scaffolding or staging shall be fastened as to prevent if fromswaying from the building or structure.5.3 Working platform gangways and stairways should be so constructed that theyshould not sag and if the height of the platform of the Gangway or the Stairwayis more than 3.5m above ground level or floor level they should be closelybinded and should have adequate width and should be suitably fenced asdescribed in 4.25.4 Every opening in the floor of a building or in working platform be provided withsuitable means to prevent the fall of persons or materials by providing suitablefencing or railing whose minimum height shall be 1m.311410168 V (G) - 62 Signature of Bidderwith seal & date

Civil Engg WorksCMPDI5.5 Safe means of access shall be provided to all working platforms and otherworking places. Every ladder shall be provided securely fixed. No portablesingle ladder shall be over 9m in length while the width between side rails inrunning ladder shall in no case be less than 30cm for ladder upto andincluding 3m in length. For longer ladder this width should be increased atleast 6mm for each additional 30cm of length. Uniform step spacing shall notexceed 30cm. Adequate precautions shall be taken to prevent danger fromelectrical equipment. No material on any of the sites of works shall be taken tocause danger from electrical equipment. No materials on any of the sites ofworks shall be so soaked or placed as to cause danger or inconvenience toany person or the public. The contractor shall also provide all necessaryfencing light to protect the public from accident and shall be bound to bear theexpenses of defence of every suit; action or other proceedings at all they maybe brought by any person for injury sustaining owing to neglect to the aboveprecautions and to pay damage and cost which may be awarded in any suchsuit, action or proceedings to any such person or which may with the consentof the contractor be paid to compromise any claim by any such person.5.6 Excavation and TrenchingAll trenches 1.2m or more in depth, shall at all times be supplied with at leastone ladder for each 30m in length or fraction there of. Ladder shall beextended from bottom of the trench to at least 1m above the surface or theground. The side of the trenches, which are 1.5m or more in depth, shall bestopped back to give suitable slope, or securely held by timber bracing, so asto avoid the danger of slides collapse. The excavated materials shall not beplaced within 1.5m of the edge of the trench or half of the trench whichever ismore. Cutting shall be done from top to bottom. Under no circumstancesundermining or undercutting shall be done.5.7 DemolitionBefore any demolition work is commenced and also during the process of thework:5.7.1 All road and open areas adjacent to the work site shall either be closed or311410168 V (G) - 63 Signature of Bidderwith seal & date

Civil Engg Workssuitably protected.CMPDI5.7.2 No electric cable or apparatus, which is liable to be a source of danger or acable or apparatus used by the operator, shall remain electrically charged.5.7.3 All possible steps shall be taken to prevent danger to persons employed fromrisk of life from explosion, or flooding. No floor, roof or other part of the buildingshall be so overloaded with debris or materials as to tender it unsafe.5.8 Personal safety equipmentsAll necessary personal safety equipment as considered adequate by theEngineer-in-charge should be kept available for the use of the personsemployed on the site and maintained in a condition suitable for immediate useand the TENDER should take adequate steps to ensure proper use ofequipment by those concerned.5.8.1 Workers employed for mixing asphalt, materials, cement and lime mortarsshall be provided with protective footwear and protective gloves.5.8.2 Those engaged in white washing and mixing or stacking of cement bags orany materials, which is injurious to the eyes, shall be provided with protectivegoggles.5.8.3 Those engaged in welding works shall be provided with welders glass.5.8.4 Stone breakers shall be provided with protective goggles and protectiveclothing, and seated at sufficiently safe intervals.5.8.5 When workers are employed in sewers and manholes, which are in use thecontractor shall ensure that the manhole covers are opened and are ventilatedat least for an hour before the workers asked to get into the manholes, and themanholes so opened shall be cordoned off with suitable railing and providedwith warning signals or boards to prevent accident to the public.5.8.6 The contractor shall not employ men belo the age of 18 years and women onthe work of painting with products containing lead in any form whenever manabove the age of 18 are employed for the work of lead painting the following311410168 V (G) - 64 Signature of Bidderwith seal & date

Civil Engg Worksprecautions should be taken.CMPDI5.9 Painting5.9.1 No paints containing lead or lead products should be used except in the formof paste or ready-made paint.5.9.2 Suitable face masks should be supplied for use to the workers when paint isapplied in the form of spray or a surface having lead paint dry rubbed andscrapped.5.9.3 Overalls shall be supplied by the contractor to the workmen and adequatefacilities shall be provided to enable the working painters to wash during theprocess of work.5.9.4 When the work is done near any place where there is a risk of drowningnecessary equipment should be provided and kept ready. Prompt rescue ofany person in danger and adequate provision should be made for prompt firstaidtreatment of all injuries like to be sustained during the course of the work.5.10 Hoisting machineUse of hoisting machines and tackles including their attachment, anchorageand supports shall conform to the following standard or conditions.5.10.1 These shall be of good mechanical construction, sound materials andadequate strength and free from Patent defect and shall be kept in goodworking order.5.10.2 Every rope used in hoisting or lowering materials or as a means of suspensionshall be of durable quality and adequate strength and free from patent defects.5.10.3 Every crane driver or hoisting appliance operator shall be properly qualifiedand no person under an age 21 years should be in-charge of any hoistingmachine including scaffold and one who gives signals to operator.5.10.4 In case of every hoisting machine and of every chain ring hook, shackle swivel311410168 V (G) - 65 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIand pulley block used in hoisting or lowering or means of suspension, the safeworking load shall be ascertained by adequate means. Every hoisting machineand all referred to above shall be plainly marked with safe working load. Incase of a hoisting machine having a variable safe working load, each safeworking load and the conditions under which it is applicable shall be clearlyindicated beyond the safe working load except for the purpose of testing.5.10.5 In case of departmental machines, the safe working load shall be modified bythe Electrical Engineer-in-charge. As regards contractor’s, machine, thecontractor shall notify the safe working load of the machine to the Engineer-inchargewhenever he brings any machinery to site of work and get it verified bythe Electrical Engineer concerned.5.10.6 Gearing, Transmission, Electric wiring and other dangerous parts of housingappliance should be provided with efficient safeguard. Hoisting appliancesshould be provided with such means as shall reduce risk of a accidentaldescent of the load. Adequate precautions should be taken to reduce to theminimum risk or any part of suspended load becoming accidentally displaced.5.10.7 When workers are employed on electrical installation, which are alreadyenergised, insulating mats, wearing apron such as gloves, sleeves, and bootsas may be necessary should be provided. The workers should not wear anyrings, watches, and carry keys or other materials, which are good conductorsof electricity.5.10.8 All scaffolds, ladders and other safety devices mentioned or described hereinshall be maintained in safe condition and no scaffolds, ladder or equipmentshall be altered or removed while it is in use. Adequate washing facilities shallbe provided at or near places of work.5.10.9 These safety provisions shall be brought to the notice of all concerned bydisplay on a Notice Board at a prominent place at the work spot. The personsresponsible for compliance of the safety code shall be named there by thecontractor.5.10.10 Insure effective enforcement of the rules and regulations relating to Safety311410168 V (G) - 66 Signature of Bidderwith seal & date

Civil Engg WorksCMPDIPrecautions, the arrangements made by the contractor shall be open toinspections by the Labour Officer, Engineer In charge of the department ortheir representative.5.10.11 Notwithstanding the above clause from 4.1 to 4.14 there is nothing in theseto exempt the contractor from operation of any other Act or Rule in force inRepublic of India.5.11 List of IS CodesAll the Civil Engineering works shall be carried out in accordance with thelatest Civil Engineering practices and as per relevant IS codes (latest version).Materials shall be of the best approved quality and shall comply with therespective latest IS codes. Wherever no Indian Standard is available,International Standards may be followed only on approval from the Owner.Following are the list of some important relevant IS codes for various CivilEngineering works:5.11.1 Preparation of site and earthwork in foundation and trenchesIS: 1498 - Classification and identification of soils for generalengineering purposes IIS: 3764 - Safety Code for excavation work.IS: 7293 - Safety code for working with constructionmachinery5.11.2 Cement concrete (Plain and Reinforced)IS: 269 - Specification for 33 grade ordinary Portland cement.IS: 8112 - Specification for 43 grade ordinary Portland cement.IS: 12269 - Specification for 53 grade ordinary Portland cement.IS: 455 - Specification for Portland slag cement.IS: 1489 (Part I & Part II) - Specification for Portland Pozzolanacement.IS: 383 - Specification for coarse and fine aggregatesIS: 432 (All parts) -from natural source for concrete.Specifications for mild steel and mediumtensile steel bars and hard-drawn steel wire forconcrete reinforcement.311410168 V (G) - 67 Signature of Bidderwith seal & date

Civil Engg WorksPart - I - Mild Steel and medium tensile bars.Par t- II - Hard drawn steel wire.CMPDIIS: 456 - Code of practice for plain and reinforced concrete forgeneral building construction.IS: 516 - Methods of tests for strength of concrete.IS: 1199 - Methods of sampling and analysis of concrete.IS: 1200 - Method of measurement of building and civilengineering works (Part 1 to 28)IS: 1322 - Specification for bitumen felts for waterproofing anddamp proofingIS: 1566 - Specification for hard--drawn steel wire fabric forconcrete reinforcement.IS: 1786 - Specification for cold twisted steel bars for concreteIS: 1838 - Performed fillers for expansion joints in concretenon-extruding and resilient type (BitumenImpregnated fibre).IS: 1834 - Specification for hot-applied sealing compounds forjoints in concrete.IS: 2386 - Methods of test for aggregates for concrete (Part 1 to8)IS: 2502 - Code of practice for bending and fixing of bars forconcrete reinforcement.IS: 2751 - Code of practice for welding of mild steel plain anddeformed bars for reinforced concrete construction.IS: 2911 - Code of practice for design and construction of pilefoundation.IS: 3067 - Code of practice of general design details andpreparatory work for damp proofing andwaterproofing of buildings.IS: 3370 (Part-1 & II) - Code of Practice for concrete structure for the storageof liquidsIS: 8041 - Rapid hardening Portland cement.5.11.3 BrickworkIS: 269 - Portland cement (33 grade)IS: 8112 - Portland cement (43 grade)IS: 455 - Portland Slag cement.IS: 1489 (part I & Part II) - Portland Pozzolana cement.IS: 383 - Sand for construction purpose.IS: 1077 - Specifications for common burnt clay building bricks.311410168 V (G) - 68 Signature of Bidderwith seal & date

Civil Engg WorksIS: 2212 - Code of Practice for Brickwork.5.11.4 Fabrication and erection of steel structureCMPDIIS: 808 - Dimension for hot rolled steel beam, channel andangle Sections.IS: 2062 - Steel for general structural purpose – specificationIS: 1977 - Low tensile Structural steel - specificationIS: 1148 - Hot-rolled rivet bars (up to 40 mm diameter forstructural purposes).IS: 1149 - High tensile rivet bars for structural purposes.5.11.5 Plastering & punning5.11.6 FlooringIS: 1661 - Code of practice for application of cement andcement-lime plaster finish on walls and ceilingsIS: 4101 - Code of practice for external facings and veneers.IS: 1197 - Code of practice for laying of rubber floors.IS: 1237 - Cement concrete flooring tiles.IS: 1443 - Code of practice for laying and finishing of cementconcrete flooring tiles.IS: 2114 - Code of practice for laying in situ terrazzo floor finishIS: 2571 - Code of practice for laying in situ cement concreteflooringIS: 3461 - PVC asbestos floor tiles.IS: 5318 - Code of practice for laying of flexible PVC sheet andtile flooring.5.11.7 Steel doors, windows, ventilators, rolling shutters, M S grills etcIS: 1038 - Steel doors, windows and ventilators.IS: 1081 - Code of practice for fixing and glazing of metal (Steeland aluminium) doors, windows and ventilators.IS: 1361 - Steel windows for industrial buildings.IS: 4351 - Steel door frames- specificationIS: 6248 - Metal rolling shutters and rolling grills.311410168 V (G) - 69 Signature of Bidderwith seal & date

Civil Engg Works5.11.8 Aluminium Doors, windows and glazingCMPDI5.11.9 PaintingIS: 3548 - Code of practice for glazing in buildings.IS: 1038 - Code of practice for fixing & glazing metal doors,windows and ventilatorsIS: 1477 (I & II) -IS: 2395 (I & II) -Code of practice for painting ferrous metals inbuildings.Code of practice for painting concrete, masonry andplaster surfaces.IS: 2932 - Specification for enamel, synthetic exterior,undercoating b) finishingIS: 2933 - Specification for enamel exterior, undercoating b)finishingIS: 5410 - Specification for cement paint colour as required.5.11.10 Roof waterproofing with bitumen, insulation and allied worksIS: 73 - Paving Bitumen.IS: 702 - Industrial Bitumen.IS: 1203 - Determination of penetration.IS: 1322 - Bitumen felts for waterproofing and damp proofing.IS: 1346 - Code of practice for waterproofing of roofs withBitumen felts.311410168 V (G) - 70 Signature of Bidderwith seal & date

SECTION – V (H)Performance Guarantee

Performance GuaranteesCHAPTER – V (H)CMPDI1.0 OBJECTIVEPERFORMANCE GUARANTEESThe objective of the current tender is to develop a demonstration-scale plantfor dry deshaling of coal based on modified radiometric detection and pneumaticremoval technology i.e., ArdeeSort.To meet the above objective of the plant, the successful Tenderer shall haveto fulfill the requirement of performance guarantees of the equipment to be suppliedby the successful tenderer and plant as a whole.The tenderer shall guarantee the performance in terms of the proposed plantkeeping in view the above objectives.The performance guarantees of individual equipment to be supplied bytenderer, shall be given in terms of capacity and other parameters, as per theproforma given in this chapter.2.0 PERFORMANCE GUARANTEE2.1 The tenderer shall guarantee the performance in terms of the overallthroughput capacity as well as individual equipment in terms of capacity &other parameters as specified hereafter:2.2 Overall Guaranteei) The tenderer shall select the equipment and their specifications as perrequirement given in this tender document applying their experience andexpertise for such plant.The tenderer shall however to give overall guarantee.Unless otherwise stated, all equipment shall be capable to withstand aminimum 20% intermittent overload over the normal capacity for safemechanical operation.31140168 V(H) - 1 Signature of tendererwith Seal & Date

Performance GuaranteesCMPDIii) Capacity and Operating Conditions of plant on turn-key basis shall be asfollows:- Hourly Capacity (tph) : 400- No. of working days per year : 300- No. of working shifts per day : 3- No. of effective working hrs. per day : 13.332.3 Main EquipmentThe Performance Guarantee of the following equipment would be given by thetenderer. Performance Guarantees of main equipment have been specifiedhere which the tenderer shall have to fulfill:a) Double deck Vibrating ScreenNormal capacity (tph) : 400( within limit of guarantee)Screening size : -13mm, -50mm, +50mmPercentage of oversize in the undersize: < 2b) Single Deck Vibrating ScreenNormal capacity (tph) : 300(within limit of guarantee)Screening size : -25mm and -50mmPercentage of oversize in the undersize: < 23.0 PERFORMANCE GUARANTEE TESTS (PGT)3.1 The final test as to the performance and guarantees shall be conducted at site,by the owner / CMPDI. Such tests shall be commenced within a period of two(2) months after successful completion of trial operations. Any extension oftime beyond the above two (2) months shall be mutually agreed upon.3.2 These tests shall be binding on both the parties of the contract to determinecompliance of the equipment with the performance guarantees.3.3 The available instrumentation and control equipment shall be used duringsuch tests and the engineer shall calibrate all such measuring equipment and31140168 V(H) - 2 Signature of tendererwith Seal & Date

Performance GuaranteesCMPDIdevices as far as practicable. However, un-measurable parameters shall betaken into account in a reasonable manner by the EIC for the equipment ofthese tests. The tests shall be conducted at the specified load points and asnear the specified cycle condition as practicable. The engineer shall applyproper corrections in calculation, to take into account conditions which do notcorrespond to the specified conditions.3.4 Any special equipment, tools and tackles required for the successfulcompletion of the performance and guarantee tests shall be provided by thecontractor, free of cost.3.5 The guaranteed performance figures of the equipment shall be proved by thecontractor during these performance and guarantee tests. Should the resultsof these tests show any decrease from the guaranteed values, the contractorshall modify the equipment as required to enable it to meet the guarantees. Insuch case, performance and guarantee tests shall be repeated within onemonth, from the date the equipment is ready for re-tests and all cost formodifications including labour, materials and the cost of additional testing toprove that the equipment meets the guarantees, shall be borne by thecontractor. Duration of performance guarantee tests shall be of one month ofwhich 6 (six) days continuous on load operation is the minimum requirementand in case it fails, the process of performance guarantee tests shall berepeated.3.6 The specific tests to be conducted on equipment has been brought out in thetechnical specifications.3.7 Performance and guarantee test shall make allowance for instrumentationerrors as may be decided by the EIC.3.8 Test Codes : The provisions outlined in the ASME performance test codes orother international and Indian approved equivalents shall generally be used asa guide for all the above test procedures unless otherwise specified in thetechnical specifications.31140168 V(H) - 3 Signature of tendererwith Seal & Date

Performance GuaranteesCMPDI4.0 LIQUIDATED DAMAGE4.1 Liquidated Damage for Shortfall in Guaranteed OutputThe tenderer shall guarantee for throughput of not less than 100 % of thedesigned capacity of the plant. In case of shortfall from the guaranteedthroughput upto 95%, the tenderer shall pay “Liquidated damages” at the rateof ½% of the total contract value for every 1% decrease. Throughput capacitybelow 95% shall not be acceptable.4.2 Liquidated Damage for Shortfall of Guarantee Performance4.2.1 The liquidated damage for shortfall of performance of the Vibrating Screen isgiven hereafter:a) The percentage of oversize in the undersize shall not exceed 2.0%.b) Failing to prove the above guarantees, penalties shall be imposed onthe successful tenderer in the following manner.- for every ½% increase of oversize in the undersize, 1% of theequipment cost will be deducted upto 5% of oversize. However,beyond 5% the equipment is liable for reject.4.3 Ceiling on liquidated damage for non-fulfillment of performance guaranteesare mentioned in Clause No. 3.2 of Section IV-C.4.4 Liquidated damage on delay in completion of the project is to be dealtseparately and shall not be linked with each other in any manner.5.0 GENERAL GUARANTEE FOR WARRANTYThe successful tenderer shall guarantee for warranty of the plant andequipment and successful operation of the complete plant. The terms of thiswarranty/guarantee are also given in Clause No.33.0 of Section – IV(A),‘General Terms and Conditions’ of this tender document.31140168 V(H) - 4 Signature of tendererwith Seal & Date

SECTION – VIPrice Bid

Price BidCMPDISECTION – VIPRICE BID1.0 SCOPE OF WORKThe scope of this tender consists of a package for single responsibilityassignment and includes supply & transportation of all materials; plant andmachinery including electrical; instrumentation control & telecommunication at site;civil & structural works, erection, testing & trial runs, commissioning, elimination ofteething troubles, successful completion of performance guarantee test and finallyhanding over the plant as envisaged in system description in satisfactory runningcondition.2.0 PROFORMA FOR PRICE BIDFormat for Price break-up of different sub-heads for turn-key execution aregiven hereafter:A. Price Break-Up for Civil and Structural Workstem Sub-section/Sub-head/ Sub-system/ Item DescriptionNo.1 Earthwork in excavation in all kinds of soil and rock2 Earthwork in filling3 Sand filling4 PCC at all levels as per system requirement (M7.5 grade:- 1:4:8)5 RCC at all levels (M20 grade:- 1:1.5:3)6 Reinforcement steel for all RCC work in the system7 Structural steel works at all levels as per scope of the work & systemrequirement excluding equipment frameworks, chutes and liners8 Steel doors and windows9 Brickwork10 CGS sheeting at all levels11 Flooring ( Hardcrete flooring)12 Flooring (PVC)13 Snowcem or Equivalent14 White washing15 Site clearance and maintain the level to +0.0016 Miscellaneous worke,g dewatering, shoring, steelwork painting, shuttering, plinthprotection, rain water pipes, gutter, water proofing ctc17 Other items, if any ( to be specified in details)18 SUB-TOTAL of AAmount(Rs)311410168 VI - 1 Signature of tendererwith Seal & Date

Price BidB. Price Break up of Plant & MachineryCMPDIB.1. Supply of Plant & Machinery :Sl.NoSub-head Qty. Price/ unit1.0 MECHANICAL (List ofEquipments) Indigenousi)ii)iii)iv)v)vi)vii)Sub-Total -2.0 ELECTRICAL (List ofEquipments)i)ii)iii)iv)v)vi)vii)viii)Ix)x)Sub-Total -3.0 Auxiliaryi)ii)iii)iv)v)vi)Sub-Total -Grand TotalP & M supply(1 to 3)ExcisedutySalestaxPacking&InsuranceTransportationAnyotherdutyTotal(INR)311410168 VI - 2 Signature of tendererwith Seal & Date

Price BidCMPDIB.2. Erection, Installation & Commissioning of Plant & Machinery :Sl.No.Sub-head Qty. Price /unit1.0 MECHANICAL (List of Equipment)i)ii)iii)iv)v)vi)vii)viii)AnyotherTotalSub-Total-12.0 ELECTRICAL (List of Equipment)i)ii)iii)iv)v)vi)vii)viii)ix)x)Sub-Total-23.0 AUXILIARYi)ii)iii)Sub-Total-3Grand Total (1 to 3 )311410168 VI - 3 Signature of tendererwith Seal & Date

Price BidCMPDIB.3. Dismantling and removal of debris to a suitable place :Sl.Sub-head Qty. Price /AnyTotalNo.unitother1 i)ii)iii)iv)TotalB.4. Weight & Volume for Civil & Structural WorksCivil & Structural Works (Broad quantities within a limit of + 10% of actuals oncompletion) as per the scope of work and system requirementItemSub-head/ Item Description Unit QuantityNo.1 Earthwork in excavation in all kinds of soil and rock M 3 6182 Earthwork in filling M 3 4753 Sand filling M 3 224 PCC at all levels as per system requirement (M7.5 M 3 45grade:- 1:4:8)5 RCC at all levels (M20 grade:- 1:1.5:3) M 3 2916 Reinforcement steel for all RCC work in the system MT 307 Structural steel works at all levels as per scope of the MT 100work and system requirement excluding equipmentframework,chutes and liners8 Steel doors and windows M 2 1159 Brickwork M 3 30010 CGS sheeting at all levels M 2 171011 Flooring ( hardcrete flooring) M 2 57012 Flooring (PVC) M 2 11013 Snowcem or Equivalent M 2 121514 White washing M 2 121515 Site clearance and maintain the level to +0.00 M 3 300015 Other items, if any ( to be specified by tenderer)Instructions:-1. Bidders are required to quote the quantity, unit price, amount and taxes etc. inthe respective column. Unit price should be in word as well as in figure.2. Quantity should be as per scope defined in the tender document and shouldcover all the requirement of the system.311410168 VI - 4 Signature of tendererwith Seal & Date

Price BidCMPDI3. +\- 10 % clauseBased on civil and structural quantities of works as given in sub head B.4 ofthis proforma ; the shortfall in total quantity of all civil & structural works shall beallowed up to 10 % only to every individual items. For shortfall of quantitiesexceeding 10%, there shall be proportional reduction in the price of the individualitems resulting the reduction in the award value by the same amount. Upwardvariation in quantity of individual items for civil & structural works should beabsorbed by contractor unless specifically stated otherwise in the document.4. The above items of work are to be executed strictly as per IS provisions..311410168 VI - 5 Signature of tendererwith Seal & Date

SECTION – VIIForms of Bid

Forms of Bid – Contractors BidCMPDISECTION – VIIFORMS OF BIDCONTRACTORS BIDSub: Bid for the Work ..................................To,............................................................................................................Dear Sir,We offer to execute the Works described above in accordance with theConditions of Contract accompanying the Bidding Document issued to us. The BidSecurity/Earnest Money in accordance with the NIT and Instructions to Biddersamounting to Rs .............................. (in figures) ........................................... (in words)in the form as stipulated in clause 15 of the Instructions to Bidders is enclosedherewith ( to be filled in by the Bidder).This Bid and your written acceptance of it shall constitute a binding contractbetween us. We understand that you are not bound to accept the lowest or any Bidyou receive.We hereby confirm that this Bid complies with the Bid validity and Bid securityrequired by the Bidding documents.Yours faithfullyAuthorized Signature ______________________Name and Title of the Signatory _____________Name of the Bidder ___________ (the Contractor)Address____________________________________________________________________Date ____________________________________(To be filled in by the Bidder)311410168 VII - 1Signature of tendererwith Seal & Date

Bank Guarantee Proforma for EMD/ Bid SecurityCMPDIBANK GUARANTEE PROFORMA FOR EARNEST MONEY DEPOSIT /BID SECURITY(TO BE STAMPED IN ACCORDANCE WITH STAMP ACT)(TO BE ISSUED BY ANY NATIONALIZED/ SCHEDULED BANK AUTHORIZED BYRBI TO ISSUE A BANK GUARANTEE)ToThe Central Mine Planning & Design Institute LimitedGondwana Place ,Kanke RoadRanchi -834 031Dear Sir,WHERE AS …………………. (name and address of Bidder) (hereinafter calledthe bidder) shall submit its Bid in response to NIT No. ……………. Dated……………… for the work ……………………….. (name of the work )hereinaftercalled “the Bid”)KNOW ALL MEN by these present that we …………….. (name of the Bank) of…………………. (name of the country) …………….. having our registered office at………………… (address of the Bank) (hereinafter called “the Bank”) are boundunto the Central Mine Planning & Design Institute, Gondwana Place, Kanke Road,Ranchi- 834031 (Jharkhand), (hereinafter called “the Employer”) for the sum of…………….. (amount of Guarantee in words and figures) for which payment well;and truly to be made to the said Employer the bank binds itself, his successors andassigns by these presents.SEALED with the Common Seal of the said bank this …… day of ……. 20 …THE CONDITIONS of this obligation are:1. If the bidder withdraws its Bid during the period of Bid Validity specified by theemployer on the bid form, or2. It the Bidder withdraws having been notified of the acceptance of its bid by theEmployer during the period of Bid Validity:a) Fails or refuses to execute the contract Agreement when required: or311410168 VII - 2Signature of tendererwith Seal & Date

Bank Guarantee Proforma for EMD/ Bid SecurityCMPDIb) Fails or refuses to furnish the Performance Security (if any) inaccordance with the Bid conditions.3. We ……………………… Bank to hereby undertake to pay the amounts dueand payable under this Guarantee without any demur, merely on a demand from theCompany stating that the amount claimed is due by way of loss or damage caused toor Bidder/ Contractor of any terms & conditions contained in the said contract or byreason of the bidder/ Contractor’s failure to perform the said contract. Any suchdemand made on the Bank shall be conclusive as regards the amount due andpayable by the bank under this Guarantee. We shall not with hold the payment on theground that the Company has disputed its liability to pay or legal proceeding or legalproceeding is pending between company and the Bidder/ Contractor regarding theclaim. However, our liability under this guarantee shall be restricted to an amount notexceeding ………….4. We ………… Bank further agree that the Guarantee herein contained shallcome into force from the date here of and shall remain in full force and effect duringthe period that would be taken for the performance of the said contract and that itshall continue to be enforceable till all the dues of the Company under or by virtue ofthe said contract have been fully paid and its claim satisfied or Company certifies thatthe terms and conditions of the said contract have been fully and property carried outby the said Bidder/ Contractor and accordingly discharges the guarantee. Unless ademand or claim under this guarantee is made on us in writing on or before the……………… (date to be given) ……………… (months from the date of the BankGuarantee) we shall be discharged from all liability under this guarantee thereafter:5. We -------------------------------------------- Bank further agree with said companythat the company shall have the fullest liberty without our consent and withouteffecting in any manner our obligations hereunder to very any of the terms andconditions of the said Contract/agreement or to extend time of performance by thesaid Bidder(s) /Contractor(s) from time to time or to postpone for any time or fromtime to time any of the power exercisable by the Company against the said Bidder/Contractor and to forbear or enforce any of the terms conditions relating to saidcontract and we shall not be relived from our liability by reason of any such variationor extension being granted to the said Bidder/ Contractor or for any for bearance actor omission on the part of the company on any indulgence by the Company to the311410168 VII - 3Signature of tendererwith Seal & Date

Bank Guarantee Proforma for EMD/ Bid SecurityCMPDIsaid Bidder/ Contractor or by any such matter or thing whatsoever which under thelaw relating to sureties would, but for this provision have effect of so relieving us. Thebank further agree that in case this guarantee is required for a longer period and it isnot extended by the said bidder/Contractor beyond the period specified above, theBank shall pay to the company the said sum of R …………. (Specify the amount) orsuch lesser sum as may then be due to the company and as the company maydemand.6. We ……….. Bank lastly undertake not to revoke this guarantee during itscurrency except with the previous consent of the Company, in writing.a) The bank has under its constitutions power to give this guarantee andMr. ……………. Manager, who has signed it on behalf of the Bank hasauthority to do so.b) This Bank Guarantee will not be discharged due the change in theconstitution of the Bank or the Contractor.We, …………. (name of the Bank) undertake to pay to the Employer up to theabove amount upon receipt of its first written demand without the Employer having tosubstantiate its demand, provided that in demand the Employer will note that theamount claimed by it is due to it owing the occurrence of 1 or both of the 2 or (b)specifying the occurred condition or condition.This guarantee will remain in full force up to and including the date……………. and any demand in respect thereof should reach the Bank not later thanthe date of expiry of this guarantee.For and on behalf of the bankSignature ……………………………………..Name …………………………………….Designation ……………………………………..Common Seal of Bank ………………………….Under jurisdiction of Ranchi Court only.311410168 VII - 4Signature of tendererwith Seal & Date

Bank Guarantee Proforma for Mobilization AdvanceCMPDIBANK GUARANTEE PROFORMA FOR MOBILIZATION ADVANCETo,(TO BE STAMPED IN ACCORDANCE WITH STAMP ACT)(TO BE ISSUED BY ANY NATIONALIZED/ SCHEDULED BANKAUTHORIZED BY RBI TO ISSUE A BANK GUARANTEE)Central Mine Planning & Design Institute Limited,Gondwana Place,Kanke Road,Ranchi- 834031 (Jharkhand)In consideration of the Central Mine Planning & Design Institute Limited,Gondwana Place, Kanke Road, Ranchi- 834031 (Jharkhand), (hereinafter called toas the “Employer” which expression shall unless repugnant to the context or meaningthereof, include all successors, administrators and assigns) having awarded to.................................. (Name & address of the Contractor) [hereinafter called to as“Contractor” which expression shall unless repugnant to the context of meaningthereof include its successors, administrators executors and assigns]the work........................... [Name of the Work] by issue of Letter of Award No.............……........ {Work Order/ Letter of Intent No.} and the same having beenunequivocally accepted by the Contractor resulting into a Contract Agreement dated......................……......... valued at ..................... {value of work order ) (herein aftercalled the contract) and the employer having agreed to make a Mobilization Advancepayment with interest to the Contractor amounting to ...........................................{amount of guarantee in words and figures} for execution of the said Contract as anadvance against Bank Guarantee of equivalent amount furnished by the Contractor.We, .......................... (Name of the Bank) of ...................(address of the Bank)(hereinafter called to as “the bank” which expression shall unless repugnant to thecontext of meaning thereof, include all successors, administrators and assigns) dohereby undertake to pay the said Employer on demand an amount not exceeding...........{amount of guarantee in words and figures} against any loss or damagecaused to or suffered or would be caused to or suffered by the said Employer byreasons of any breach by the said Contractor of any terms and conditions contained311410168 VII - 5Signature of tendererwith Seal & Date

Bank Guarantee Proforma for Mobilization AdvanceCMPDIin the said Contract without any demure reservation, recourse, contest or protestand/or without any reference to the Contractor. Any such demand made by theEmployer on the Bank shall be conclusive and binding notwithstanding any differencebetween the Employer and the Contractor or any dispute pending before any court,tribunal, arbitrator or any other authority. We agree that the guarantee hereincontained shall be irrevocable and shall continue to be enforceable till the advanceamount is liquidated.The Employer shall have the fullest liberty without affecting in way the liabilityof the Bank under this Guarantee from time to time to vary the advance or to extendthe time for performance of the Contract by the Contractor. The Employer shall havethe fullest liberty without affecting this Guarantee to postpone from time to time theexercise of any powers vested in them or of any right which they might have againstthe Contractor and the exercise the same at any time in any manner and either toenforce or to forebear or to enforce any covenants contained or implied in theContract, Between the Employer and the Contractor or any other course or remedyor security available to the Employer. The Bank shall not be released of itsobligations under these presents by an exercise by the Employer of its liberty withreference to matter aforesaid or any of them or by reason of any other act offorbearance or other acts of omission or commission on the part of the Employer orany other indulgence shown by the Employer or any other matter or thing whatsoeverwhich under law would, but for this provision, have the effect of relieving the Bank.The Bank also agrees that the employer at its option shall be entitled to enforce thisGuarantee against the Bank as a Principal debtor in first instance, without proceedingagainst the Contractor and notwithstanding any security or other Guarantee that theEmployer may have in relation to the Contractor’s liabilities.Dated this ......………........ day of .............................. at ...........................For and on behalf of the Bank.Signature : ------------------------------------------Name : __________________________Designation : __________________________Common Seal of Bank : __________________________311410168 VII - 6Signature of tendererwith Seal & Date

Format for Bank Guarantee for Security DepositCMPDICENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITEDGONDWANA PLACE, KANKE ROAD, RANCHIFORMAT OF BANK GUARANTEE TO BE FURNISHED BY THESUPPLIERS DULY EXECUTED BY THEIR BANKERS(CONTRACT PERFORMANCE GUARANTEE/ SECURITY DEPOSIT)……………………… (NAME AND ADDRESS OF THE PURCHASER COMPANY……………………….…………………………Ref : Bank Guarantee in respect of Agreement dated …………….. dayof …………… 20 dated …………….. between ………………(Name of Purchaser company) and ……..…………………. (Nameof Supplier company) ………….Messers ………………………….. a company / firm having called the contractorhas entered into an agreement with ………………………….. (Name of the PurchaserCompany) hereinafter Called (the company) to supply--------------------------- stores/materials amounting to R------------------------ on terms and conditions contained in thesaid agreement.It has been agreed that ……………. ( …………… percent) payment of thevalue of the stores/Materials will be made to the contractor in terms of the saidagreement on the contractors furnishing to the Company a Bank Guarantee for thesum of Rs. ………………. as security for due repayment of the said sum in terms ofthe said agreement and also interest as therein provided.The …………………. having its office at …………….. has at the request of thecontractor agreed to give the guarantee as hereinafter contained.(We ……………………………………………… (hereinafter called the bank) dohereby (Name of the Bank) unconditionally agree with the company that if thecontractor shall in any way fail to observe or perform the terms of the said agreementregarding repayment of the said sum of R ……….. or any of them including the termsfor payment of interest for delay in deliveries or shall commit any breach of itsobjection or demur pay to the Company the said sum of R …………… or such portionas shall then remain unpaid with interest without requiring the company to have311410168 VII - 7Signature of tendererwith Seal & Date

Format for Bank Guarantee for Security DepositCMPDIrecourse to any legal remedy that may be available to it or compel the Bank to paythe same or calling on the company to compel such payment by the contractor.Any such demand shall be conclusive as regards the liability of contractor tothe company as regards the amount payable by the bank under this guarantee. TheBank shall not be entitled to withhold payment on the ground that contractor hasdisputed its liability to pay or as disputed the quantum of the amount or that anyarbitration proceedings or legal proceedings is pending between the Company andthe Contractor regarding claim.We, the bank further agree that the guarantee shall come into force from thedate hereof and shall remain in full force and effect till the period that will be taken forthe performance of the said agreement which is likely to be the …………… day of……………….. but if the period of agreement is extend either pursuant to theprovisions in the said agreement or by mutual agreement between the contractor andthe company the bank shall renew the period of the guarantee failing which it shallpay to the company the said sum of R …………………. Or such lesser amount out ofthe said sum of R ……………. as may be due to the company may demand. Theagreement shall remain in force until the dues of the Company in respect of the saidsum Rs …………. and interests are fully satisfied and the company certified that theagreement regarding repayment. If the said sum of Rs ………… has been fullycarried out by the contractor and discharges the guarantee.The Bank further agree with the company that the company shall have thefullest liberty without the consent of the bank and without affecting in any way theobligations hereunder to very and the terms and conditions of the said agreement orto extend the time for performance of the said agreement from the time to timerespond for any time or from time to time any of the powers exercisable by thecompany against the contractor and the forbearer to enforces any of the terms andconditions relating to the said agreement and the bank shall not be relieved from itsliability by reason of such failure or extension being granted to the contractor orthrough and forbearance act or omission on the part of the company or anyindulgence by the Company to the contractor buy other matter or thing whatsoever311410168 VII - 8Signature of tendererwith Seal & Date

Format for Bank Guarantee for Security DepositCMPDIwhich under the law relating to sureties would but for this provisions have the effectof relieving or discharging the contractor.The Bank further agree that in case this guarantee is required for a longerperiod and it is not extended by the Bank beyond the period specified above thatbank shall pay to the company the said sum of Rs ……………. or such lesser sum asmay then be due to the company out of said advance of Rs …………. and as theCompany may require.Now withstanding anything herein contained the liability of the bank under thisguarantee is restricted to Rs ……………… only the guarantee shall remain in force tillthe ……………. Day of ……………….. and unless the guarantee is renewed or aclaim is preferred against the bank within 3 months from the said date all rights of theCompany under this guarantee shall cease and the bank shall be released anddischarged from all liability hereunder except as provided in the proceeding clause.This bank guarantee will not be discharged due to the change in theconstitution of Bank or Contractor.The bank has under its constitution power to give their guarantee and ………who has signed it on behalf of the Bank has authority to do so.Name of the personSignature of authorized person frobehalf of the Bankand onDated ……….. this …….. day of ……….. 20 .311410168 VII - 9Signature of tendererwith Seal & Date

Format for Contract AgreementFORMAT FOR CONTRACT AGREEMENT(On Non-Judicial Stamp Paper)CMPDIAgreement No. : ……………………………………Dated : ………………………………………………THIS ARTICLE OF AGREEMENT made on this .................... day of ........ 200between the Central Mine Planning & Design Institute Limited, a Employerregistered under the Indian Companies Act, 1956 with its registered office at Ranchiand a Subsidiary of Coal India Limited, Govt, of India Undertaking, GondwanaPlace, Kanke Road, Ranchi - 834 031 (Jharkhand) (hereinafter referred to as theEmployer which expression where the context so admit shall include its successorsin interest and assign) of the one Part and .......................... (hereinafter referred toas “the Contractor” which expression where the context so admit shall include itsheirs, executors, administrators legal representatives, successors in business andassign) of the other part.WHEREAS, the Employer invited bid for the Work ” Installation of 400 tphDemonstration Plant of Coal Dry Beneficiation System using Radiometric Technique(ArdeeSort) at Madhuband Washery, BCCL. and the bid of the Contractor has beenaccepted by the Employer vide their Letter no. ................................................ dt.................................. for a sum of Rs.............................................(Contract sum infigure & words)WHEREAS the Contractor has agreed to execute the works on the terms &conditions as stipulated in the Bid and subsequent amendments thereto for a sum of................................................. {Contract sum in figure & words} for successfulcompletion of the work.NOW THIS AGREEMENT WITNESSETH AND IT IS HEREBY AGREED ASFOLLOWS:1. In the pursuance of the Agreement aforesaid and in consideration for thepayment of the sum of .............................. {Contract sum in figure & words} and/orsuch sum as may be payable to the contractor, the Contractor shall upon and311410168 VII - 10Signature of tendererwith Seal & Date

Format for Contract AgreementCMPDIsubject to the said terms & conditions execute and complete the work shown upon inthe said drawings and described in the said scope of work as provided for in the saidconditions.2. The time shall be considered as one of the essence of the contract and timefor completion of the contract shall be 9 (nine) months from the date ofcommencement of work.3. The parties hereto shall respectively and faithfully abide by and submitthemselves to the terms & conditions and stipulations contained in this agreementand perform and discharge their part of contract accordingly.4. The final Agreement has been arrived at between the parties after dueconsideration of the correspondences, documents, meetings and negotiations heldfrom time to time. The following documents shall constitute the Contract between theEmployer and the Contractor. And each shall be read and construed as an integralpart of the Contract.Part Description of Documents01 Article of Agreement02 Detailed Bid Notice03 Notification of Award04 The Bid & Price Schedules submitted by the Contractor05 Conditions of Contract06 Financial terms and conditions07 Billing Schedule08 Technical Specifications and drawings09 Any Other Documents5. The contract shall be executed within the purview of the Indian Laws.311410168 VII - 11Signature of tendererwith Seal & Date

Format for Contract AgreementCMPDIIn witness whereof the parties hereto have hereunder affixed their signaturesat Ranchi on the day, month and year written as above.SIGNED, SEALED AND DELIVEREDSigned on behalf of the ContractorDesignationSigned on behalf of the EmployerDesignationCentral Mine Planning & Design Institute Limited,Gondwana Place,Kanke Road, Ranchi - 834 031 (Jharkhand)In the presence ofWITNESS - 1 WITNESS - 1(Signature)(Name in Block Letters)(Signature)(Name in Block Letters)Official Address : Official Address :WITNESS - 2 WITNESS - 2(Signature)(Name in Block Letters)(Signature)(Name in Block Letters)Official Address : Official Address :311410168 VII - 12Signature of tendererwith Seal & Date

Format for Integrity Pact(Format for Integrity Pact)INTEGRITY PACTCMPDI(to be furnished by the Bidder/ Contractor duly signed in Part-1 of Envelope )BetweenCMPDI hereinafter referred to as “The Owner”and--------------------- hereinafter referred to as “The Bidder/ Contractor”PreambleThe Owner intends to award, under laid down organizational procedures,contracts for Installation of 400 tph Demonstration Plant of Coal Dry BeneficiationSystem using Radiometric Technique (ArdeeSort) at Madhuband Washery, BCCL. onturn key basis. The Owner values full compliance with all relevant laws andregulation, and the principles of economic use of resources, and of fairness andtransparency in its relations with its Bidder/ Contractor(s) .In order to achieve these goals, the Owner cooperates with the internationalNon Governmental Organization “Transparency International” (TI). Following TI’snational and international experience, the Owner will appoint an external independentMonitor who will monitor the Bid process and the execution of the contract forcompliance with the principles mentioned above.Section 1 – Commitments of the Owner(1) The Owner commits itself to take all measures necessary to prevent corruptionand to observe the following principles:i) No employee of the Owner, personally or through family members orany other person acting on his/ her behalf, will in connection with theBid for, or the execution of a contract, demand, take a promise for oraccept, for him/ herself or third person, any material or immaterialbenefit which he/ she is not legally entitled to.ii) The Owner will, during the Bid process, treat all Bidder/ Contractorswith equity and reason. The Owner will in particular, before and duringthe Bid process, provide to all Bidder/ Contractors the same informationand will not provide to any Bidder/ Contractor confidential/ additional311410168 VII - 13Signature of tendererwith Seal & Date

Format for Integrity PactCMPDIinformation through which the Bidder/ Contractor could obtain anadvantage in relation to the Bid process or the contract execution.iii) The Owner will exclude from the process all known prejudiced persons.(2) If the Owner obtains information on the conduct of any of its employees whichis a criminal offence under the relevant Anti-Corruption Laws of India, or if there be asubstantive suspicion in this regard, the Owner will inform its Chief Vigilance Officeand in addition can initiate disciplinary actions.Section 2 – Commitments of the Bidder/ Contractor(1) The Bidder/ Contractor commits itself to take all measures necessary toprevent corruption. He/ she commits himself/ herself to observe the followingprinciples during his/ her participation in the Bid process and during the contractexecution.i) The Bidder/ Contractor will not, directly or through any other persons orfirm, offer, promise or give to any of the Owner’s employees involved inthe Bid process or the execution of the contract or to any third personany material or immaterial benefit which he/ she is not legally entitledto, in order to obtain in exchange any advantage of any kindwhatsoever during the Bid process or during the execution of thecontract.ii) The Bidder/ Contractor will not enter with other Bidder/ Contractors intoany agreement or understanding, whether formal or informal. Thisapplies in particular to prices, specifications, certifications, subsidiarycontracts, submission or non-submission of bids or any other actions torestrict competitiveness or to introduce cartelisation in the biddingprocess.iii) The Bidder/ Contractor will not commit any offence under the relevantAnti-corruption Laws of India; further the Bidder/ Contractor/ Contractorwill not use improperly, for purposes of competition or personal gain, orpass on to others, any information or document provided by the Owneras part of the business relationship regarding plans, technical proposals311410168 VII - 14Signature of tendererwith Seal & Date

Format for Integrity PactCMPDIand business details including information contained or transmittedelectronically.iv) The Bidder/ Contractor will, when presenting his/ her bid, disclose anyand all payments he/ she has made, is committed to or intends to maketo agents, brokers or any other intermediaries in connection with theaward of the contract.v) The Bidder/ Contractor will not instigate third persons to commitoffences outlined above or be an accessory to such offences.Section 3 – Disqualification from BID process and exclusion from futurecontractsIf the Bidder/ Contractor, before contract award has committed atransgression through a violation of Section 2 or in any other form such as to put his/her reliability or credibility as Bidder/ Contractor into question, the Owner is entitled todisqualify the Bidder/ Contractor from the Bid process or to terminate the contract, ifalready signed, for such reason.i) If the Bidder/ Contractor has committed a transgression through aviolation of Section 2 such as to put his/ her reliability or credibility intoquestion, the Owner is entitled also to exclude the Bidder/ Contractor/Contractor from future contract award processes. The imposition andduration of exclusion will be determined by the severity oftransgression. The severity will be determined by the facts andcircumstances of the case, in particular the number of transgressions,the position of the transgressors within the company hierarchy of theBidder/ Contractor/ Contractor and the amount of the damage. Theexclusion will be imposed for a minimum of 6 months and maximum of3 years.ii) The Bidder/ Contractor accepts and undertakes to respect and upholdthe Owner’s absolute right to resort to and impose such exclusion andfurther accepts and undertakes not to challenge or question suchexclusion on any ground, including the lack of any hearing before thedecision to resort to such exclusion is taken. This undertaking is givenfreely and after obtaining independent legal advice.311410168 VII - 15Signature of tendererwith Seal & Date

Format for Integrity PactCMPDIiii) If the Bidder/ Contractor can prove that he/ she has restored/ recoupedthe damage caused by him/ her and has installed a suitable corruptionprevention system, the Owner may revoke the exclusion prematurely.iv) A transgression is considered to have occurred if in light of availableevidence no reasonable doubt is possible.Section 4 – Compensation for Damagesi) If the Owner has disqualified the Bidder/ Contractor from the Bidprocess prior to the award according to Section 3, the Owner is entitledto demand and recover from the Bidder/ Contractor the amountequivalent to Earnest Money Deposit/ Bid Security.ii) If the Owner has terminated the contract according to Section 3, or ifthe Owner is entitled to terminate the contract according to Section 3,the Owner shall be entitled to demand and recover from the Contractorliquidated damages equivalent to Financial Security .iii) The Bidder/ Contractor agrees and undertakes to pay the said amountswithout protest or demur subject only to condition that if the Bidder/Contractor can prove and establish that the exclusion of the Bidder/Contractor from the Bid process or the termination of the contract afterthe contract award has caused no damage or less damage than theamount of the liquidated damages, the Bidder/ Contractor shallcompensate the Owner only to the extent of the damage in the amountproved.Section 5 – Previous transgressioni) The Bidder/ Contractor declares that no previous transgressionoccurred in the last 3 years with any other company in any countryconforming to the TI approach or with any other Public Sectorenterprise in India that could justify his/ her exclusion from the Bidprocess.ii) If the Bidder/ Contractor makes incorrect statement on this subject, he/she can be disqualified from the Bid process or the contract, if alreadyawarded, can be terminated for such reason.311410168 VII - 16Signature of tendererwith Seal & Date

Format for Integrity PactSection 6 – Equal treatment of all Bidder/ Contractor/ Sub-contractorCMPDIi) The Bidder/ Contractor undertakes to demand from all sub-contractorsa commitment in conformity with this integrity pact, and to submit it tothe Owner before contract signing.ii) The Owner will enter into agreement with identical conditions as thisone with all Bidder/ Contractors and sub-contractors.iii) The Owner will disqualify from the Bid process all Bidder/ Contractorswho do not sign this pact or violate its provisions.Section 7 – Criminal charges against violating Bidder/ Contractor/ SubcontractorIf the Owner obtains knowledge of conduct of a Bidder/ Contractor, orsub-contractor, or of an employee or a representative or an associate of a Bidder/Contractor or sub-contractor, which constitutes corruption, or if the Owner hassubstantive suspicion in this regard, the Owner will inform its Chief Vigilance Office.Section 8 – External Independent Monitor/ Monitors (three in numberdepending on the size of the contract) (to be decided by theChairperson of the Owner)i) The Owner has appointed Shri N. R. Bannergee , IAS(Redt.) Whoseaddress is Flat No. 121, shriniketan, CGHS plot No. -1, Sector-7,Dwarka, New Delhi as an external independent Monitor for this Pact.The task of the Monitor is to review independently and objectively,whether and to what extent the parties comply with the obligation underthis agreement.ii) The Monitor is not subject to instruction by the representatives of theparties and performs his/ her function neutrally and independently. He/she reports to the chairperson of the Board of the Owner.iii) The Contractor accepts that the Monitor has the right to access withoutrestriction to all Project documentation of the Owner including thatprovided by the Contractor. The contractor will also grant the Monitor,upon his request and demonstration of a valid interest, unrestricted andunconditional access to his/ her project documentation. The same is311410168 VII - 17Signature of tendererwith Seal & Date

Format for Integrity PactCMPDIapplicable to sub-contractors. The Monitor is under contractualobligation to treat the information and documents of the Bidder/Contractor/ sub-contractor with confidentiality.iv) The Owner will provide to the Monitor sufficient information about allmeetings among the parties related to the Project provided suchmeetings could have an impact on the contractual relations between theOwner and the Contractor. The parties offer to the Monitor the option toparticipate in such meetings.v) As soon as the Monitor notices or believes to notice, a violation of thisagreement, he/ she will so inform the Management of the Owner andrequest the Management to discontinue or heal the violation, or to takeother suitable relevant action. The Monitor can in this regard submitnon-binding recommendations. Beyond this, the Monitor has no right todemand from the parties that they act in a specific manner, refrain fromaction or tolerate action.vi) The Monitor will submit a written report to the Chairperson of the Boardof the Owner within 8 to 10 weeks from the date of reference orintimation to him/ her by the ‘Owner’ and should the occasion arise,submit proposals for correcting problematic situation.vii) Monitor shall be entitled to compensation on the same terms as beingextended to/ provided to independent directors/ Chairman as prevailingwith Owner.viii) If the monitor has reported to the Chairperson of the Board asubstantiated suspicion of an offence under relevant Anti-corruptionLaws of India, and the Chairperson has not, within reasonable time,taken visible action to proceed against such offence or reported it to theChief Vigilance Office, the Monitor may also transmit this informationdirectly to the Central Vigilance Commissioner, Government of India.ix) The word ‘Monitor’ would include both singular and plural.Section 9 – Pact DurationThis pact begins when both parties have legally signed it (for all the biddersIntegrity Pact will be signed by the Owner within seven days after opening of311410168 VII - 18Signature of tendererwith Seal & Date

Format for Integrity PactCMPDIthe Bid and for the Selected Bidder Integrity Pact will be part of the Contract). Itexpires for the Contractor 12 months after the last payment under the respectivecontract, and for all other Bidder/ Contractors 6 months after contract has beenawarded.If any claim is made/ lodged during this time, the same shall be binding andcontinue to be valid despite the lapse of this pact as specified above, unless it isdischarged/ determined by Chairperson of the Owner.Section 10 – Other Provisioni) This agreement is subject to Indian Law. Place of performance andjurisdiction is the Registered Office of the Owner, i.e. Ranchi,Jharkhand..ii) Changes and supplements as well as termination notices need to bemade in writing. Side agreements have not been made.iii) If the Contractor is a partnership or a consortium, this agreement mustbe signed by all partners or consortium members.iv) Should one or several provisions of this agreement turn out to beinvalid, the remainder of this agreement remains valid. In this case, theparties will strive to come to an agreement to their original intentions.----------------------------- ----------------------------For the OwnerFor the Bidder/ ContractorPlaceDate:Witness 1. ………………………….Witness 2. ………………………….311410168 VII - 19Signature of tendererwith Seal & Date

SECTION – VIIIDrawings

ANNEXURES

Annexure - 1(List of Equipment to be supplied by CMPDI)CMPDIANNEXURE-1LIST OF EQUIPMENT TO BE SUPPLIED BY CMPDI TOTHE TENDERERSl.No.Name of equipmentQty.1 X ray Generators 4 pairs2 X ray detection Equipment 4 Sets3 Signal conditioning cards 4 Sets4 Control software along with PC 4 Sets5 Pneumatic Ejectors and its associated circuitry 4 Sets6 ArdeeSort fabricated shielded structure 47 Compressor with storage tank of suitable capacity 28 Electromagnetic feeders 49 Dust suppression and control systems As per requirement10 Pneumatic Valves with manifold 4 Sets11 Control electronics, output activating circuitry etc 4 Sets12 Test equipment and misc. 1 Sets3114101681Signature of tendererwith Seal & Date

Annexure - 2(List of Equipment to be supplied by Tenderer)CMPDIANNEXURE-2LIST OF EQUIPMENT TO BE SUPPLIED BY TENDERER.1.1 MAIN TECHNOLOGICAL EQUIPMENTItemNo.Name & Specificationof equipment1 Double DeckVibrating screen2 Single Deck VibratingscreenSpecificationDouble deck V. ScreenCapacity : 400 tphInput size range : 0-50mmRequired Screening : -13,- 50, +50mmMaterial to be handled : coalMoisture contents : 10-15%Type of operation : ContinuousMotor rating : 30kw,1440rpmSingle deck V. ScreenCapacity : 300tphInput size range : 13-50mmRequired Screening : -25,- 50mm, Materialto be handled : coalMoisture contents : 10-15%Type of operation : ContinuousMotor rating : 30kw,1440rpmMotorpower,kWNo. ofunitrequired30 130 13 Surge Bunkers Capacity : 2.5 Tonnes - 44 Conveyor RBC-1 withbelting5 Conveyor RBC-2with belting5 Conveyor RBC-3 withbelting6 Conveyor RBC-4 withbeltingLength of conveyor : 14.5MType of conveyor : TroughedBelt width : 1320mmTrough angle : 30 0Inclination : 0 0Material : CoalBelt Speed : 1.6m/secMotor rating : 7.5kwLength of conveyor : 80.2MType of conveyor : TroughedBelt width : 1320 mmTrough angle : 30 0Inclination : 7.3 0Material : CoalBelt Speed : 1.6m/secMotor rating : 22kwLength of conveyor : 68MType of conveyor : TroughedBelt width : 1320mmTrough angle : 30 0Inclination : 17.5 0Material : CoalBelt Speed : 1.6m/secMotor rating : 22kwLength of conveyor : 99MType of conveyor : TroughedBelt width : 1320mmTrough angle : 30 0Inclination : 9.2 0Material : Coal7.5 122 122 122 13114101681Signature of tendererwith Seal & Date

Annexure - 2(List of Equipment to be supplied by Tenderer)CMPDIItemNo.Name & Specificationof equipment7 Conveyor RBC-5 withbeltingSpecificationBelt Speed : 1.6m/secMotor rating : 22kwLength of conveyor : 5.0 MType of conveyor : TroughedBelt width : 1400 mmTrough angle : 30 0Inclination : 0 0Material : CoalBelt Speed : 1.6m/secMotor rating 3.7kwMotorpower,kWNo. ofunitrequired3.7kw 18 Chutes and launders,LSPipes & fitting9 Fire fighting(Fire extinguishers)10 Electric hoist Cap. : 5t 111 Chain pulley block Cap. : 3t 112 Renovation in thewashery fordovetailing withexisting washery1.2 ELECTRICALSItem Name Specification Qty UnitNo.1 Modification Modification of existing 6.6 kV spare feeder availableat Madhuband Washery Sub-stationLS.2 Transformer Transformer: 630kVA, 6.6kV/415V, 3 phase 1 No.3 MCC Supply of MCC(Motor Control Centre) consisting ofthe following(including spare feeders):i) Incomer : MCCB 850A, 3 phase, 415V, 50Hz. withshort circuit protection- 1No.ii) Out going Feeder for 75 kW Motor feeder- 1 Noiii) Out going Feeder for 37 kW Motor feeder- 3 Nosiv) Out going Feeder for 30 kW Motor feeder- 4 Nos.v) Out going Feeder for 22 kW Motor feeder- 5 Nos.vi) Out going Feeder for 7.5 kW Motor feeder- 3 Nos.vii) Out going Feeder for 3.75 kW Motor feeder- 5 Nos.viii) Out going Feeder for 3.0 kW Motor feeder- 1 Nos.ix) Lighting Feeder. 100A SF unit- 1 No.x) Feeder for Welding Transformer- 1No.xi) Feeder for Control Transformer- 1No.4 LightingDistributionBoardSupply of LT(415V) Lighting Distribution Boardi) Incoming MCB of 100 A,TPN - 1 No.ii) Out going MCB of 32 A, SPN - 6Nos.Out going MCB of 10 A, SPN - 10 Nos.5 Control Desk Control Desk cum Mimic Panel of suitable size as perrequirement6 Power XLPE Cable: Supply of 6.6 kV grade, armoured , Al,Cables XLPE cable7 Power Supply of 1100 V grade PVC armoured aluminiumCables cable type-AYWY (IS: 1554)i) 3 X 120 sq. mmii) 3 X70sq. mm3114101682Signature of tendererwith Seal & DateLS1 No.1 No.150 m50250mm

Annexure - 2(List of Equipment to be supplied by Tenderer)CMPDIItemNo.8 ControlCables9 LightingCablesName Specification Qty Unitiii) 3 X 50sq. mmiv) 3X25sq. mm150350mmSupply of Heavy Duty control Cable, 650V gradeannealed untinned solid round Cu-conductor, PVCinsulated & sheathed, overall armoured:2 x 2.5 Sq mm 1000 m1 x 2.5 Sq mm 200 mi) Supply of Lighting Cables 650V grade, PVCinsulated & sheathed, single wire armoured, Al. LSconductors, FRLS cables of different sizes as pertech. specification.4 nos10 Electric Pole Supply of Industrial type Steel tubular pole: 10m(IS:2713 Pt-III)11 LightingFixture12 LightingFixture13 Push ButtonStationSupply of Lighting Fixture with 250W HPMV Lampwith POT Optics reflector & acrylic cover for use with1X SON 250 W lamp Al housing, out door type, dustproof complete with all accessories in complete.Supply of Lighting Fixture with 70W HPMV Lamp, nonintegral well glass for SON with ignitor includingcontrol gear box indoor type , dust proof.Supply of local Push Button Station shall be of springreturn, push-to-actuate type. Their contacts shall berated to make, continuously carry and break 10A at240V AC, 1NO+INC, IP:444 nos20 nos12 nos14 Earth Pit Supply of Earth Pit materials and its accessories. 4 nos15 Miscellaneousa) Supply of galvanished steel earth bus at the bottom of As requiredeach panel and shall be extended throughout thelength of each switchboard. Earth bus shall be ofsufficient cross section to carry the momentary shortcircuit and short time fault current to earth, withoutexceeding the allowable temperature rise.b) Miscellaneous items like Telephone sets with cables,Cable tray & cable accessories, Air conditioner, tee,bends etc as required any other items.LSc) Welding arrangement LS3114101683Signature of tendererwith Seal & Date