A Govt. of Odisha Undertaking - Orissa Tourism Development ...

1 

ODISHA TOURISM DEVELOPMENT CORPORATION LIMITED 

(A Govt. of Odisha Undertaking) 

Panthanivas (Old Block): Lewis Road: Bhubaneswar-14 

(BUILDING PROJECT DIVISION)-I 

DETAILED TENDER CALL NOTICE 

NAME OF WORK:- Construction of Tourist Reception Centre, 

Pathway, Parking, & Landscaping etc at 

Ghatagaon in Keonjhar Dist. 

CONTRACTOR 

SR. DIVISIONAL MANAGER (BP)-I

2 

ODISHA TOURISM DEVELOPMENT CORPORATION LIMITED 

(A Govt. of Odisha Undertaking) 

Panthanivas, (Old Block), Lewis Road, Bhubaneswar-14 

No. BP-I/18/2012-13 Date 11.02.2013 

DETAILED TENDER CALL NOTICE 

Sealed tenders in conformity with DTCN eventually to be drawn in 

P.W.D.F-2 are invited percent basis in Double Cover System (Cover-I:- 

TECHNICAL BID & Cover-II:- PRICE BID) from registered contractors of 

State PWD/ Irrigation/ CPWD/ MES/ Railway and other Government 

Organization for the work as detailed below 

Name of the work 

Construction of 

Tourist Reception 

Centre, Pathway, 

Parking, & 

Landscaping etc 

at Ghatagaon in 

Keonjhar Dist. 

Estimated 

amount 

(Rs. in lacs) 

Rs 95.43 

Cost of tender 

documents 

(Non 

refundable) 

Rs10,000+5% 

VAT. 

1% of 

Estimated 

Cost 

Class of 

Contractor 

Period of 

completion 

Rs.95,430.00 “B‘’ & “A” 9(Nine) 

Calendar 

Months. 

The Detailed Tender documents can be had from our Web site: 

www.panthanivas.com. The Tender paper will be received upto 3.00 P.M on 

06.03.2013 at O.T.D.C. Head office by speed post/registered post/courier 

and Technical bid will be opened same day on 06.03.2013 at 4.00P.M. 

O.T.D.C. Ltd. will not be held responsible for postal delay. Financial bid will 

be opened after finalization of technical bid and on intimation. 

The Authority reserves the right to reject any or all the tenders 

without assigning any reason thereof. 

CONTRACTOR 


3 

TERMS & CONDITIONS 

1. Cost of Tender Paper : The Bidders have to pay the cost of bid documents 

of Rs.10,000.00. + 5% VAT (Non-refundable) in shape of Demand Draft in 

favour of Managing Director OTDC Ltd. & Payable at any Schedule Bank, 

Bhubaneswar. 

2. EMD : 1% ( one percent) of estimated cost put to tender (as above) in shape 

of P.O.S.B./P.O.T.D./N.S.C./K.V.P./Deposit Receipt of schedule Bank etc. 

duly pledged in favour of Managing Director OTDC Ltd. Bhubaneswar. 

3. Last Date of Receipt of Tender Paper : Tenderer should furnish their 

tender in the separate sealed covers, the first sealed cover should contain all 

the information’s relating to his eligibility in addition to the special condition 

if any. On the top of the cover, it should be clearly mentioned in bold letters 

“COVER-I (TECHNICAL BID).” The second sealed cover should contain the 

“PRICE BID” and on top of the cover it should be mentioned in bold letters 

“COVERI-II (PRICE BID).” should be kept inside one sealed packet super 

scribing on the top tender for Construction of Tourist Reception Centre, 

Pathway, Parking, & Landscaping etc at Ghatagaon in Keonjhar Dist. and will be 

received up to 3.00 P.M. on dt.06.03.2013 at OTDC head office. 

4. a) Date and Time of Opening of Tender Paper Cover-I: Cover-I shall be 

opened at 4.00 P.M. on dt.06.03.2013 by the undersigned/ of his 

authorized Asst. Engg. at O.T.D.C. head office Bhubaneswar in presence of 

the Tenderers or their authorized representatives. 

b) Date and Time of Opening of Tender Paper : Cover-II- Opening of Cover 

– II containing Price Bid shall be intimated separately to those tenderers 

who will be found eligible as per eligibility criteria mentioned here under. 

CONTRACTOR 


4 

5. ELIGIBILITY CRITERIA FOR QUALIFYING TECHNICAL BID 

For consideration for qualifying the Technical Bid, the followings 

are to be submitted in COVER-I. 

(A) Cost of Tender Paper : Rs.10,000.00+5% VAT 

(non-refundable) 

(B) EMD : Rs. Rs.95,430.00 

(C) 

(D) 

(E) 

(F) 

(G) 

Attested copy of License Registration Certificate. 

Attested copy of VAT Clearance Certificate in Form of VAT- 

612/STCC/TIN. 

Attested copy of PAN CARD. 

No Relation/ Relation Certificate : Tenderers should furnish 

the required certificate as per the OPWD Code Volume-II, 

Appendix-IX, Para-7. 

The Tenderers shall have to furnish proof of ownership of the 

following required machineries in their possession and / or 

furnish negotiation certificate in the form of affidavit for 

hiring of such machineries from the rightful owners. In case 

of hiring of machineries, documentary evidence of ownership 

shall have to be furnished along with negotiation certificate. 

Tenderers are required to produce original documents within 

three working days of opening of Cover-I, failing which 

tenders will be invalid. 

List of Machineries & T & P 

a) Concrete Mixer. 

b) Plate compactor/ Needle vibrator 

c) Steels Centering Materials 

(H) 

Contractor/ Firm should furnish list of similar works 

executed during last five years stating the Agreement No., 

date of commencement and completion, actual date of 

completion duly certified by the employer. The applicant 

should have completed at least one work of similar nature of 

worth 40% of the value of work put to tender in last five 

years. The certificate to that effect has to be obtained from 

an officer not below the rank of Executive Engineer 

concerned with the work under report. 

CONTRACTOR 


5 

(I) 

(J) 

(K) 

(L) 

Contractor/ Firm should have annual financial turnover of 

not less than 40% of the value of work put to tender in any 

one year in civil construction works during last five years 

and the Turn over need to be certified by a registered 

Chartered Accountant 

The tenderers are required to furnish the documentary 

evidence in support of required technical personnel employed 

under him. 

Tenderers have to furnish an affidavit in support of nonrescission 

of any contract due to abandonment/negligence of 

any work by the firm in last 5 years. 

‘Bids from joint ventures are not acceptable’. 

(M) 

(N) 

Tenderers have to furnish an affidavit stating that the 

information furnished is correct. In case at any stage if any 

information are found wrong his tender will be liable for 

rejection along with taking up of legal action against him as 

deemed proper. 

The bidder shall possess electrical license from ELBO, Odisha 

or obtain a certificate from such license holder to provide 

service to him during execution electrical works 

6. If the office happens to be closed due to subsequent declaration as 

holiday in Govt. or Local Authority to the last date of receipt of 

tenders and date of opening as specified above then the date of 

receipt of tenders and the date of opening will be on the immediate 

next working day at same specified time and venue respectively. 

7. The authority reserves the right rejects any or all the tender papers 

without assigning any reason thereof. 

8. The tender documents should be sealed with wax properly with own 

seal. 

9. The sealed envelope containing the tender should be super scribed with 

the name of the work and should be addressed to the Sr.Divisional 

Manager (B.P.-I), OTDC Ltd. Bhubaneswar and should contain two 

separate sealed envelopes (COVER-I for Technical Bid & COVER-II for 

Financial Bid). 

CONTRACTOR 


6 

10. IMPORTANT GUIDELINES ON SITE MANAGEMENT, QUALITY, 

PAYMENT & RECTIFICATION 

a) The contractor shall submit all his running bills through his technical 

personnel supported by stage photographs, quality control test reports of 

all materials used and works executed as per standard norms from 

Govt./Govt. approved laboratories and no extra payment shall be given 

towards these. 

b) The contractor shall erect and maintain the transparency pillar at his 

own cost. 

c) The contractor shall keep all required survey equipments at site. 

d) The period of rectification beyond the completion period shall be 1(one) 

year from the date of completion of the project. Security deposit will be 

kept withheld for the above period. 

11 . (a) The Plan and Specification for the work can be seen at the Office of 

the Sr. Divisional Manager (B.P.-I), O.T.D.C.Ltd, during working hours 

and days. Complaints at a future date that the plan and specification 

have not been seen will not be entertained. 

(b) All other information can be had from office of the Sr. Divisional 

Manager, (B.P.-I), O.T.D.C. LTD. 

CONTRACTOR 


7 

12. EARNEST MONEY DEPOSIT AND INITIAL SECURITY DEPOSIT 

The tenderers whose tender is selected for acceptance shall within 

a period of seven days upon written intimation being given to him of 

acceptance of his tender make an initial security deposit of 1% (one 

percent) of the tendered amount so that the earnest money and initial 

security deposit will be 2% of the tendered amount and sign the 

agreement in the Office of O.T.D.C. Ltd, failing which, the tender will be 

rejected with forfeiture of E.M.D. 

This security deposit, together with the earnest money and the 

amount withheld if any shall be retained as security deposit for the due 

fulfillment of this contract. Failure to enter into the required agreement 

and to make the security deposit, as above shall entail forfeiture of the 

Earnest Money. No tender shall be finally accepted until the required 

amount of security deposit (money) is deposited. The written agreement 

to be entered into between the contractor and the Corporation shall be 

the foundation of the right of both the parties and the contract shall 

deem to be incomplete until the agreement has first been signed by the 

contractor and then by the Sr. Divisional Manager (B.P.-I), O.T.D.C. Ltd. 

13. Additional performance security shall be deposited by the bidders 

when the bid amount is seriously unbalanced i.e less than the 

estimated cost by more than 10%. In such an event the bidder will 

deposit the additional performance security to the extent of the 

differential cost of the bid amount and 90% of the estimated cost in 

shape of Post Office Savings Bank Account/National Savings 

Certificate/Post Office Time Deposit account/Kissan Vikash 

Patra/Deposit receipt of schedule Bank at the time of sanction of 

tender without which the tender will be liable for rejection. 

14. (a) The tender will be on percentage rate. The rates be quoted both in 

words and figures. In case of discrepancy between words and figures, 

the words shall prevail. 

15. The contractors will be responsible for payment of all royalties or other 

charges for quarrying materials. All local taxes inclusive of State Sales Tax 

and Income Tax, Octroi charges, Ferry and Tollage charges are to be paid by 

the Contractor. 

16. I.T.C.C/PAN and S.T.C.C./VAT C.C : 

The tender may not, at the discretion of the competent authority, be 

considered unless accompanied with attested true copy of the PAN card 

and VAT clearance certificate as the case may be and the original 

certificate to be produced at the time of opening of tenders. 

17. If the contractor removes any materials or stock so supplied to him from 

the site of work with a view to disposing off the same dishonestly, he 

should in addition to any other liabilities Civil or Criminal arising out of 

CONTRACTOR 


8 

the contract be liable to pay a penalty equivalent to five times the price of 

the materials on stock according to the stipulated rates and the penalty 

so imposed shall be recovered from any sum that may then or at any 

time thereafter become due to the contractor or from his security. 

18. The contractor should be fully liable to indemnify the Corporation for 

payment of any compensation under Workmen’s Compensation Act-V-III 

of 1923 on account of the workmen being employed by him and the full 

amount of compensation paid will be recovered from the contractor. 

19. Every tenderer must examine the detailed specification of Odisha before 

submitting his tender. The right is reserved without impairing the 

contract to make such increase or decrease in the quantities or items of 

work mentioned in the schedule attached to the tender notice as may be 

considered necessary to complete the work fully and satisfactorily. Such 

increase shall in no case invalidate the contract rates. It shall be 

definitely understood that the Corporation does not accept any 

responsibility for the correctness or completeness of the quantities shown 

in the schedule. The schedule is liable to alteration by omissions or 

additions or deductions and such omissions/ deductions shall in no case 

invalidate the contract and no extra monetary compensation will be 

entertained. 

20. Engineer contractors desirous to avail the facility of exemption of EMD 

are required to submit affidavit to the effect that he/she has not yet 

availed this facility for more than two works during the current financial 

year. The name of work for which and the authority to whom the tenders 

have been submitted, must be mentioned in the affidavit failing which 

the tender will be rejected. Exemption of EMD will be entered in the 

original Registration Certificate of the Engineer Contractor at the time of 

participating in the tender. Hence the Engineer Contractor or his 

authorized representative has to produce the original license for 

necessary entry within 2 days of opening of the tender 

21. (a) If during the progress of the work the price of any material 

incorporated in the work (not being materials supplied from the 

Engineer-in-charge’s store in accordance with clause…….thereof) 

Increases or decreases as a result of increase or decrease in the 

Average Wholesale Price index (all commodities), and the contractor 

thereupon accessorily and properly pays in respect of that material 

(incorporated in the work) such increased or decreased price, then he 

shall be entitled to reimbursement or liable to refund, quarterly, as the 

case may be, such an amount, as shall be equivalent to the plus or 

minus difference of 75% in between the Average wholesale price index 

(all commodities) which is operating for the quarter under 

consideration and that operated for the quarter in which the tender 

was opened, as per the formula indicated below, provided that the 

work has been carried out within the stipulated time or extension 

there as are not attributable to him. 

CONTRACTOR 


9 

(b) Similarly, if during the progress of work, the wages of labour 

increase or decrease as a result of increase or decrease in the average 

co summers price index for industrial workers (wholesale price), and 

the contractor thereupon necessarily and properly pays in respect of 

labour engaged on execution of the work such increased or decreased 

wages, then heshallbe entitled to reimbursement or liable to refund 

quarterly as the case may besuch an amount, as shall be equivalent to 

the plus or minus difference in between the Average Consumer’s Price 

Index for industrial workers (wholesale price) which is operating for 

the quarter under consideration and that operated for the quarter in 

which the tender was opened as per the formula indicated below, 

provided that the work has been carried out within the stipulated time 

or extension thereof as are not attributable to him. 

(c) Similarly, if during the progress of work, the price of Petrol, oil and 

Lubricants (Diesel oil being the representative item for price 

adjustment increases or decreases as a result of the price fixed 

therefore by the Government of India and the Contractor thereupon 

necessarily and properly payssuch increasedor decreased price 

towards Petrol, oil and Lubricants used on execution of work, then he 

shall be entitled to reimbursement or liable to refund, quarterly, as 

the case may be such an amount, as shall be equivalent to the plus or 

minus difference in between that price of P.O.L. which is operating for 

the quarter under consideration and that operated for the quarter in 

which the tender was opened as per the formula indicated bewlow; 

provided that the work has been carried out within the stipulated time 

or extension thereof as are not attributable to him. 

(i) Formula to calculate the increase or decrease in the price of 

materials. 

VM=0.75 

x 

Pm (1 10) 

x R 

100 I0 

VM = Increase or decrease in the cost of work during the quarter 

under consideration due to changes in the price of materials. 

R = The value of the work done in Rupees during the quarter under 

consideration. 

i0 = The average wholesale price index (all commodities for the quarter 

in which the tenders were opened (as published in R.B.I. Bulletin from 

time to time). 

CONTRACTOR 


10 

L = The average wholesale price index (all commodities ) in the quarter 

under consideration. 

Pm = Percentage of materials component as per sub-clause of this 

clause. 

(ii) Formula to calculate the increase or decrease in the cost of labour : 

VI=0.75 x PL (1-10) 

x R 

100 I0 

VI. Increase or decrease in the cost of work during the quarter under 

consideration due to changes in rates of labour 

R = The value of the work done in Rupees during the quarter under 

consideration 

I0 = The Average Consumers price Index for Industrial Workers 

(Wholesale price) for the quarter in which the tender was opened (as 

published in R.B.I. Bulletin from time to time). 

I = The average Consumer’s Price Index for Industrial Workers 

(wholesale price) for the quarter under consideration. 

PL = Percentage of labour component as per sub-clause of this clause. 

iii) Formula to calculate the increase or decrease in the price of P.O.I. 

KI=0.75 x K2 (D2-D1) 

xµ 

100 D1 

Kl = Increase or decrease in the cost of work during the quarter under 

consideration due to change in the price of P.O.L. 

R = The value of work done in Rupees during the quarter under 

consideration. 

D1 = Average price per litre of diesel oil which was fixed by the 

Government of India during the quarter in which the tender was 

opened. 

CONTRACTOR 


11 

D2 = Average price per litre of diesel oil which is fixed during the 

quarter under consideration. 

K2= Percentage of P.O.L. component as per Sub-clause of this clause 

(a) The following shall be the percentage of material,labour and P.O.L. 

component for reimbursement / refund on variation in price of 

material, labor and P.O.L. as per sub-clauses (a) (b) and (c) of this 

clause. 

Category of 

work 

Irrigation Works 

: 

a) Structural 

works 

b) Earth work, 

Canal work 

Embankment 

Contractor’s Supply 

% of 

Labour 


materials 


P.O.L. 

20% 30% 5% 45% 

20% 60% 5% 15% 

work etc 

(R & B works) 

a) Bridge work 20% 30% 5% 45% 

b) Road work 45% 40% 5% 10% 

c) Building 

work 

30% 30% 5% 35% 

Departmental 

supply of 

materials 

(Where brick is supplied by the Department. If should be 20% instead 

of 30%) 

(e) Reimbursement / refund on variation in price of materials, 

labour and P.O.L. as per sub-clauses (a) (b) and (c) of this clause shall 

be applicable only in respect of contract of one year or more provided 

that the work has been carried out within the stipulated time or 

extension thereof as are not attributable to contractor. However, 

where the original contractual period is less than one year but 

subsequently it has been validly extend and the period becomes one 

year or more, escalation clause shall be applicable one for the balance 

portion of work to be executed beyond one year provided the delay is 

not attributable to the contractor. 

(f) The contractor shall for the purpose of this condition keep such 

books of accounts and other documents as are necessary to show that 

the amount of increase claimed or reduction available and shall allow 

inspection of the same by a duly authorized representative of 

Government and further shall at the Engineer-in-charge may require 

any document kept and such other information as the Engineer-incharge 

may require. 

CONTRACTOR 


12 

The Contractor shall within a reasonable time of his becoming aware 

of any alteration in the price of such materials and/or wages of labour 

give notice thereof to the Engineer-in-charge may require any 

documents kept and such other information relating thereto which he 

may be in a position to supply 

22. The agency should produce valid labour license for the said work before 

signing the agreement. 

23. The agency should use all building materials such as reinforcement, 

sand etc. free from corrosion/corrosive materials etc. No extra payment 

will be made for such purpose by O.T.D.C. Ltd. 

24. Odisha Detailed Standard Specification will be followed during execution 

of work. 

25. All materials including those issued direct to the work will be received by 

the contractor from the respective Store of the Corporation in the sizes as 

per availability of stock. After issue, it will be the contractor’s 

responsibility for transportation, storage, handling, safe custody and 

proper upkeepment of materials. The rate of the contractor should 

include the entire incidental charges required after the issue of material 

from Corporation store till its lasticized in the work and return of 

surplus and good materials at the issuing store. 

26. The contractor will have to bear the cost of straightening, cutting, 

jointing, welding etc. of all steel reinforcement and structural and no cut 

pieces less than 1(one) meter length will be accepted. After completion of 

the work the contractor has to return all surplus and good materials at 

the issuing store at his own cost failing which the cost of the unutilized 

balance Corporation materials and such other damaged materials not 

receptacle to the Corporation would be recovered from him at 5 (five) 

times the stock issue rates. 

27. All reinforced cement concrete work should conform to Odisha Detailed 

Standard Specification and should be of grade M-150/200 with 12mm. 

Size black hard crusher broken granite stone chips (20mm. Size not to 

exceed 25%) having a minimum compressive strength (in work test) 

150kg/200kg/cm 2 in 15 cm. cubes at 28 days after mixing and tests 

conducted in accordance with IS 456 and IS 516. 

28. Shuttering and centering shall be with steel shuttering and centering . 

29. The selected contractor may take delivery of supply of materials 

according to his need for the work issued by the Engineer-in-charge of 

the work. The contractor shall make all arrangements for proper storage 

of materials. But no cost for raising shed for the storage of materials and 

pay of watchmen etc. will be borne by the Corporation. These are all to 

be borne by the Contractor. The Corporation is not responsible for 

considering the theft of materials at site. It is contractor’s risk. Under 

CONTRACTOR 


13 

any such plea if the contractor stops the work he shall have to pay the 

penalty as per the clauses of the contract. 

30. For the purpose of jurisdiction in the event of dispute if any contract 

should be deemed to have entered into within the State of Odisha and it 

is agreed that, neither party to the contract nor the agreement will be 

competent to bring a suit in regard to the matters covered by this 

contract at any place outside the State of Odisha. 

31. After the work is finished, all surplus materials and debris are to be 

removed by the contractor and preliminary works such as vats, mixing 

platforms, etc. are to be dismantled and all the materials are to be 

removed from the site. No extra payment will be made to the contractor 

on this account. The rate quoted should be inclusive of all these items. 

The ground upto 15 meter shall be cleared and rough dressed. 

32. The contractor shall not interfere with the execution of water supply or 

electrical fittings arrangements and any other works entrusted to any 

other agency by the Corporation at any time during the progress of work. 

33. The Corporation will have the right to inspect the scaffolding and 

centering made for the work and can reject partly or fully such structures 

if found defective in their opinion. 

34. The Contractor will have to arrange for water supply for all works and 

made sanitary arrangements at his own cost for his Labour camps. The 

contractor has to arrange adequate lighting arrangements for night works 

whenever necessary at his own cost. 

35. Bailing out water from the foundation either rain water or sub-soil water 

if necessary should be borne by the contractor. No payment will be made 

for benchmarks, level pillars profiles and benching and leveling ground 

where required. The rates quoted should be for finished items of work 

inclusive of these incidental items of work 

36. All the quantities mentioned in the schedule are combined for ground 

floor and multi-floors in case of multistoried building and the rates 

should be through for the same. 

37. Cement concrete in roof slabs, beams and wherever prescribed by the 

Engineer-in-charge shall be machine mixed and vibrated, and the 

contractor should arrange his own concrete mixers, vibrators, and 

pumps etc. for the purpose. 

38. It should be understood clearly that no claims whatsoever will be 

entertained. 

39. The tenderer shall have to abide by the C.P.W. Safety Code introduced by 

the Govt. of India, Ministry of Works, Housing and Supply in their 

standing orders No.44250 dt.25.11.57. 

40. The contractor will abide by the Fair Wages clause as introduced by the 

Government. 

41. The Corporation have the right to supply at any time in the interest of 

work any Corporation materials to be used in the work in addition to 

those mentioned in the clause 13 and the contractor shall use such 

materials without any controversy or dispute on that account. The rates 

CONTRACTOR 


14 

of the materials will be at the stock issue rates fixed by the Corporation 

or market rates whichever is higher. 

42. The contractor will be responsible for the loss or damage if any of 

Corporation materials supplied to him under clauses 13 and 30 during 

execution of the work due to reasons whatsoever and the cost of such 

materials will be recovered from him at the prevailing stock issue rates or 

market rates whichever is higher. 

43. CONTRACTOR’S TOOLS & PLANT AND SUPPLY OF DEPARTMENTAL 

TOOLS & PLAT TO CONTRACTORS. 

The contractor should arrange at his own cost necessary tools and plant 

such as Pumps, Vibrator, Concrete mixer etc. required for the efficient 

execution of the work and rates quoted should be inclusive of the 

running charges of such plant and cost of consumables. 

44. The contractor will have to submit to the Sr. Divisional Manager (B.P.-I), 

O.T.D.C. Ltd. monthly return of labour both skilled & un-skilled 

employed by him on the work. 

45. The tenderers are required to go through each clause of Corporation 

contract form carefully in addition to clauses mentioned herewith before 

tendering. 

46. No part of the contract shall be sublet without written permission of the 

Sr. Divisional Manager (B.P.-I), O.T.D.C. Ltd., Bhubaneswar or transfer 

be made by power of attorney , authorize others to receive payment on 

the contractor’s behalf. 

47. If any further necessary information is required, Sr. Divisional Manager 

(B.P.-I), O.T.D.C. Ltd., Bhubaneswar will furnish such but it must be 

clearly understood that tenders must be received in order and according 

to the instructions. 

48. No contractor will be permitted to furnish their tender in their own 

manuscript papers. 

49. SAMPLE OF MATERIALS: 

Every tenderer is expected before quoting his rates to inspect the site of 

proposed work. He should also inspect the quarries and satisfy himself 

about the quality, availability of materials, medical aids, labour and 

foodstuffs etc. and the rates may be inclusive of all these items of work. 

In every case the materials must comply with the relevant specification. 

50. O.T.D.C. Ltd. will not however, after acceptance of contract rate, pay any 

extra charges for lead or for any other reason in case the contractor is 

found later on to have mis-judged the materials available. 

CONTRACTOR 


15 

51. EXTRANEOUS CONDITION: 

The tenders containing extraneous conditions not covered by the tender 

call notice are liable for rejection. 

52. VALIDITY 

All tenders received will remain valid for a period of ninety days from 

the date of receipt of tenders and validity of tender can also be 

extended if agreed to by the contractor and the Corporation 

53. After completion of the work the contractor shall arrange at his own cost all 

requisite equipments for testing building if found necessary and bear the 

entire cost of such test. 

54. Quality control tests are to be carried out as per standard norms by the 

contractor through a Govt. laboratory or any authorized Govt. laboratory. 

No extra payment will be made for these tests. The department may 

conduct separate tests as when felt necessary, the cost of which will be 

borne by the department. 

55. LIST OF WORKS IN HAND, T & P & WORK EXECUTED: 

Tenderers are required to submit, (i) list of works in the hand in 

the following prescribed proforma ‘A’, (ii) list of works executed in the 

prescribed proforma ‘B’ and (iii) the list of T & P in the prescribed 

proforma ‘C’ along with the tenders. 

56. All reinforced cement concrete works should be finished smooth, Extra 

charges for plastering if required to any R.C.C. structures like columns, 

beams, chajjas etc. shall not be paid. 

57. Income tax, Sales tax and workers welfare cess will be deducted as per 

prevailing Govt. orders from time to time. 

CONTRACTOR 


16 

PROFORMA-'C' 

CERTIFICATE OF TOOLS AND PLANTS 

I/We hereby certify that the following tools and plants, machineries and 

vehicles are in my/our possession in working orders. 

i. 

ii. 

iii. 

iv. 

v. 

I/We also note that, non-submission of this certificate will render my/our 

tender liable for rejection. 

Signature of the tenderer 

Date_______________ 

58. The tenderer shall bear cost of various incidental sundries and 

contingencies necessitated by the works falling within the following or 

similar category. 

(a) 

(b) 

Rent, royalties and other charges of materials, Octroi duty, all other taxes 

including sales tax, ferry tolls, conveyance charges and other costs on 

account of land and buildings including temporary buildings required by 

the tenderer for collection of materials, storage, housing of staff or other 

purpose of the work. No rent however be payable to Corporation for 

temporary occupation of land owned by the Corporation at the site of the 

work. 

Labour camps and huts necessary to a suitable scale including 

conservancy and sanitary arrangements thereon to the satisfaction of the 

local health authorities. 

(c) 

(d) 

(e) 

(f) 

Suitable water supply including pipe water supply wherever available for 

the staff and labourers for the works. 

Fees and dues hired by Municipal, Canal and water supply authorities. 

Suitable equipments and wearing apparatus for the labourers engaged in 

risky operation. 

Suitable fencing barriers, signal including paraffin and electrical signal 

where necessary at works and approaches in order to protect the public 

and employees from accidents. 

CONTRACTOR 


17 

(g) 

Compensation including cost of any suit for injury to person or property 

due to neglect of any major precautions also sums which may become 

payable due to operation of workmen’s Compensation Act. 

(h) 

The contractor has to arrange adequate lighting arrangement for night 

works wherever necessary at his own cost. 

(i) 

The contractor has to arrange all the building materials including the 

equipments required for under reamed pile foundation for starting the 

work. 

59. INTEREST: 

Under no circumstances interest is chargeable for the dues or additional 

dues if any payable for the work. 

60. Special class contractor shall employ under him one Graduate Engineer 

and two Diploma Holders belonging to the State of Odisha, like wise ‘A’ 

class contractor shall employ under him one Graduate Engineer or two 

Diploma Holder belonging to the State of Odisha. The employment of 

such Graduate Engineer and Diploma Holders under the contractor shall 

be full-time and continuous and they shall not be superannuated, 

retired, dismissed or removed personnel from any state Govt. or Central 

Govt. service/Public Sector undertaking/Private companies and firms or 

be ineligible for appointment to Govt. service. The contractor shall pay 

them monthly emoluments, which shall not be less than the emoluments 

of the personnel of equivalent qualification employed under the State 

Govt. of Odisha. The name of such Engineer personnel appointed by the 

Contractor should be intimated to the tender receiving authority along 

with each tender, as to who would be supervising the work. Each bill of 

the Special Class or ‘A’ class contractor shall be accompanied by an 

Employment Roll of the Engineering personnel together with a certificate 

of the Graduate Engineer or Diploma Holder so employed by the 

contractor to the effect that the work executed as per the bill has been 

supervised by him. A prescribed proforma is enclosed herewith for 

furnishing the required certificate there in under this clause. 

61. The quantity/volume of item may alter during construction as per field 

condition 

62. Wherever there is ambiguity or missing data, the work shall be done as 

per the direction of the Engineer-in-charge. 

63. The interested bidders may visit the site and should acquaint themselves 

with the field activities to be experienced during construction. 

CONTRACTOR 


18 

64. The delay if any due to other departments such as digging on road etc. 

shall be the responsibility of the successful bidder. 

65. Statutory clearance if any from electrical inspector shall be the 

responsibility of the successful bidder. 

66. The contractor is to submit running bills supported by photographs of 

works done and quality control test certificates from Govt. or Govt 

approved laboratories of all materials used, cube test and other reports 

etc. as per norm and standard of works performed for which no extra 

payment shall be made. 

67. The contractor must keep Level instrument, theodolite and compass etc 

at site at his own cost. 

68. The contractor must construct transparency pillar either in masonry or 

steel depicting the brief details of contract and source of funding at his 

own cost and maintain the same till completion of work. 

CONTRACTOR 


19 

QUALITY CONTROL REQUIREMENTS 

1.0 Earth work 

1.1. Density requirements for embankments and sub-grade materials. MoRTH Specification (4 th 

Revision). 

Sl. 

No. 

Type of work 

Maximum dry density at OMC 

(IS:2720 Part-8) 

1. Embankment upto 3m height not subjected to extensive 

flooding 

2. Embankment exceeding 3m height or embankment subjected 

or embankment subjected to long periods of inundation. 

Minimum 15.2kN/m 3 

Minimum 16kN/m 3 

3. Subgrade and earthen shoulder and back fill. Minimum 17.5kN/m 3 

1.2. Compaction requirement for embankment and sub-grade. 

Sl. 

No. 

Type of work 

Percentage of Compaction at 

OMC 

1. Sub-grade and shoulder Minimum 97% 

2. Embankment Minimum 95% 

3. Expansive clay 

a. Sub-grade Not allowed 

b. Remaining portion Minimum 90% 

1.3. Criteria for small embankment (dams) (IS : 12169) 

The general guidelines for embankment sections are furnished in Table No.-1. 

TABLE-4 

(GENERAL GUIDELINES FOR EMBANKMENT SECTIONS) 

SL. 

NO. 

DESCRIPTION HEIGHT UPTO 5m HT. ABOVE 5M AND 

UPTO 10m 

1. Type of section Homogeneous 

Modified 

homogeneous 

section 

Ii Slopes U/S U/S 

(H:V) (H:V) 

a. Coarse grained soil (GW, 

GP, SW, SP) 

b. Coarse grained soil 

(GW,GP, SW, SP) 

c. Fine grained soil (Cl, ML, 

Cl, Ml) 

d. Fine grained Soil (CH, 

MH) 

Zoned section/ 

Modified 

homogeneous 

section/ 

homogeneous section 

U/S 

(H:V) 

D/S 

(H:V) 

HT. ABOVE 10M AND UPTO 

15m 

Zoned section/ modified 

homogeneous section/ 

homogenous section 

U/S 

D/S 

Not suitable Not suitable Not suitable for core. Suitable 

for casing zone. 

2:1 2:1 2:1 2:1 Section to be decided based 

upon the stability analysis in 

accordance with IS: 7894- 

1975. 

2:1 2:1 25:1 2251:1 -do- 

2:1 2:1 3.75:1 25:1 may 

be provided 

a. Top width -- 3m 3m 

Necessary 

b. Top level -- 0.5m above MWL 0.5m above MWL 

Iv Rock toe height Not necessary upto Necessary H/5, where Necessary H/5, where H is 

CONTRACTOR 


20 

3m above 3m ht, 

1m, ht of rock toe 

may be provided 

H is the height of the 

embankment. 

the height of the embkt. 

v. Berms Not necessary Not necessary The berm may be provided as 

per design. The min. berm 

width shall be 3m. The berm 

may be provided also on the 

D/S slope for facilities during 

maintenance. 

1.4. Criteria for small embankments (dams) : (IS : 12169) 

The general guidelines regarding suitability of soil for construction of dams are furnished in table No. 

2. 

Table – 2 

Suitability of soil for construction of dams. 

Relative 

suitability 

Homogeneous 

Dykes 

Zone dam 

Impervious cure 

Pervisou casing 

Very GC GC SW,GW GC 

Suitable 

Suitable CL, Cl Cl, Cl GM CL,Cl 

Impervious 

blanket 

Fairly suitable SP, SM, CH GM, GC, SM, SC, CH SP, GP CH, SM, SC, GC 

Poor 

Not suitable 

1.5. Frequency of test 

Sl. 

No. 

Test Designation 

Ml, Ml, MH 

OLOl, OH, Pt 

Table-3 

Frequency of test as per 

MoRTH 

Frequency of test of ODR & VR as 

recommended by IRC-SP-20 

1. Mechanical analysis of soil 2 tests/3000m 3 

2. Plastic of soil 2 tests/3000m 3 

3. Density test of soil 2 tests/3000m 3 

4. Deleterious content As & when required 

5. Moisture content of soil 1 tests/250m 3 2-3 tests per 250m 3 of loose soil 

6. CBR test of soil 1 tests/3000m 3 or more 

7. Compaction test of soil for 5-10 tests/1000m 3 5-10 tests per 1000m 3 

each layer 

Note : CBR of sub-grade should not be less than 2% 

MoRTH- Ministry of road transport and highways 

Table-7 

E.W. COMPACTION : The information given should be taken only as an approximate guide 

Material Major Division Sub-groups Suitable 

type of 

compacting 

equipment 

No. of 

passes for 

satisfactor 

y 

compactio 

n (Min.) 

Thickness 

of loose 

layer 

(Actual 

thickness 

depends 

on plant 

used), 

Max cm. 

Remarks 

CONTRACTOR 


21 

1 2 3 4 5 6 7 

Coarse 

grained 

soil and 

other 

materials 

Fine 

grained 

soils 

Gravel and 

gravelly soils 

Soils having 

low 

compressibility 

Soils having 

high 


Fibrous 

organic soils 

with very high 


Well-graded 

gravel, gravels 

and mixtures, 

little or no fines 

Well-graded 

gravel sand 

mixtures with 

excellent clay 

blinder uniform 

gravel with little 

or no fines poorly 

graded gravel and 

gravel sand 

mixtures little or 

no fines 

Gravel with fines. 

Silty gravel, 

clayey gravel, 

poorly-graded 

gravel-sand-clay 

mixtures 

Well grained 

sands and 

gravelly sands, 

little or no fines 

Well-graded sand 

with excellent 

clay-binder 

Uniform sands 

with little or no 

fines silts 

(inorganic) and 

very fine sands, 

rock flour, silty or 

clayey fine sands, 

with slight 

plasticity. Silty 

and sandy clays 

(inorganic or 

medium 

plasticity. Clays 

(inorganic) or 

medium 

plasticity. 

Micaceous or 

distomaccous 

fine sandy and 

silty soils, elastic 

silts 

Clays (inorganic) 

or high plasticity, 

fat clays 

Organic clays of 

high plasticity 

pest and other 

highly organic 

swamp soils. 

Smoothwheel 

roller 

pneumatictyred 

roller 

vibrating 

smooth 

wheel roller 

heavy 

bivrating 

plate frogrammer 

powerrammer 

Smooth 

wheel roller 

pneumatic 

tyred roller 

track laying 

tractor sheep 

foot roller 

frog rammer 

power 

rammer. 

6 

6 

6 

2* 

3** 

4 

-- 

10 

30 

2* 

2* 

20 

20 

20 

37.5 

37.5 

20 

20 

-- 

15 

15 

37.5 

20 

Vibrating rollers or 

vibrators will be 

very satisfactory if 

the moisture conent 

of the soil is low, 

but may be 

uneconomical close 

moisture content 

control is essential 

when the moisture 

content is relatively 

high it is preferably 

to use a pneumatic 

tyred roller 

-- 

-- 

These soils are 

considered very 

undesirable for use 

in earthwork and 

should not be 

employed if they 

are highly 

compressible it is 

advisable to 

compact these soils 

at the moisture 

content at which no 

change will occur 

subsequently 

As for micaceious or 

distomaceous fine 

sandy and silty soils 

these soils are 

entirely unsuitable 

for earthwork 

construction. 

CONTRACTOR 


22 

5. Materials for cement concrete : 

This includes the I.S. specification of the materials such as cement, coarse and fine aggregate, 

water, and reinforcement. For details respective I.S. specification may be referred to. 

5.1. Fine aggregate : IS 383 

O.T.D. . Zoning: The fine aggregates suitable for concrete shall be in zone-I, II or III. Fine 

aggregate in zone-IV are not suitable for concrete. The zone can be decided by grain size 

analysis by sieving as follows. 

Table-21 (IS-383-Table No.-4) 

IS Sieve 

Percentage passing for 

Designation 

Grading Zone-I Grading Zone-II Grading Zone-III Grading Zone-IV 

10m. 100 100 100 100 

4.75mm 90-100 90-100 90-100 95-100 

2.36mm 60-95 75-100 85-100 95-100 

1.18mm 30-70 55-90 75-100 90-100 

600 micron 15-34 35-59 60-79 80-100 

300 micron 5-20 8-30 12-40 15-50 

150 micron 0-10 0-10 0-10 0-15 

5.1.2. Bulkage :- Maximum buklage shall be limited to 20% 

5.2. Quality of coarse aggregates: 

5.2.1. Crushing value Permissible Value Method of test 

a. All concrete woks except 

wearing surface. 

Maximum 45% IS 2386-1963 part –IV 

b For wearing surface -do- 30% -do- 

5.2.2. Impact value Permissible Limit Method of test 



Maximum 45% IS 2386-1963 part –IV 


5.2.3. Abrasion value 



Maximum 50% -do- 


O.T.D. . Deleterious materials : Maximum percentage shall be 5%. 

5.2.5. Alkali aggregate reaction:- It is harmful for concrete. The test shall be conducted and use of 

pozzolanic cement or pozzolanic admixture shall be studied. 

5.2.6. Gradation of coarse aggregate of nominal size: 

Table-22 

IS Sieve (mm) 

Percentage passing for graded aggregates of nominal size 

40 20 15 12.5 

80 100 -- -- -- 

40 95-100 100 -- -- 

20 30-70 95-100 100 100 

16 -- -- 90-100 -- 

12.5 -- -- -- 90-100 

10 10.35 25.55 30.70 40-85 

4.75 0-5 0-10 0-10 0-10 

2.36 -- -- -- -- 

CONTRACTOR 


23 

5.3. Cement : The normal type of cement used are : 

1. Ordinary Portland cement 33 grade, 43 grade, 53 grade conforming to IS: 269, IS:8112 & 

IS:12269 respectively. 

2. Port land slag cement IS: 544 

3. Port land pozzolana cement I.S : 1489 

5.3.1. Standard of physical test of cement 

a. Initial setting time - minimum 30 minutes 

b. Final setting time - Maximum 10 hrs. 

c. Fineness - (i) 225 (m 2 /kg) for OPC & PSC 

(ii) 300 (m 2 /kg) for PPC 

d. Soundness - a. 10mm maximum (Lechat expansion) 

b. Maximum 0.8% in Autoclave 

e. Compressive Strength : 

Time 

33 grade OPC, PSC, 

PPC 

43 grade OPC 53 grade OPC 

a. 72 hrs. 16MP2 23MP2 27MP2 

b. 7 days 22MP2 33MP2 37MP2 

c. 28 days 33MP2 43MP2 53MP2 

O.T.D. . Standards for chemical test : 

Table – 23 

Percentage by mass (Max.) 

Types of cement OPC PPC PSC Remarks 

33 43 53 

1. Magnesia 6 6 6 6 8 

2. Insoluble residue 4 2 2 x+4(100-x) 

100 

4 Where x=% of pozollana 

in cement 

3. Sulphur trioxide 2.5d 2.5d 2.5d 3 3 Where d-3% when 

C,A>5% 

4. Sulphur as sulphide -- -- -- -- 1.5 

5. Loss on ignition 5 5 4 5 5 

6. Chloride 0.5 0.05 0.05 -- -- Maximum for prestressed 

and long span 

structures 

5.4. Water : 

Normal potable water shall be used for concrete. The pH value shall be not less than 6. 

Permissible limits of solids – I.S. :3025. 

Organic - 2000mg/litre 

Chloride - 2000mg/litre 

Inorganic - 3000mg/litre 

Sulphate - 400 mg/litre 

Suspended matter - 2000mg/litre 

5.5. Reinforcement steel : 

The normal reinforcement steel bars may be mild and medium tensile steel bars or high 

strength deformed steel bars conforming to I.S.-432 and IS:1786 respectively. The limits of 

physical and chemicals properties of deformed bar. 

CONTRACTOR 


24 

O.... 

Mechanical properties 

Sl. 

No. 

Table – 24 (IS : 1786, Table No.-3) 

Property F3415 Grade Fc500 Fe550 

1 2 3 4 5 

1 0.2% proof stress/yield stress, 

Min, N.mm 2 

2. Elongation, percent, Min, on 

gauge length 5.56 v(A), where 

A is the cross sectional area of 

the test piece. 

3. Tensile strength, Min 10%more than the 

actual 0.2% proof 

stress but not less 

than 485.0 N/mm 2 

415.0 500.0 550.0 

14.5 12.0 8.0 

8% more than the 



than 545.0 N/mm 2 

6% more than the 



than 585.0 N/mm 2 

b. Chemical properties : 

Table – 24 (IS : 1786) 

Constituent 

Percent, maximum 

Fe415 Fe500 Fe550 

Carbon 0.30 0.30 0.30 

Sulphur 0.060 0.055 0.055 

Phosphorous 0.060 0.055 0.050 

Sulphur and phosphorous 0.11 0.105 0.10 

c. Frequency of test (IS : 1786) 

One test of each type of MS rod to be used in each structure. 

d. Pull out test : As per IS:2770 

e. Bend and rebend test : IS : 1786. 

f. Mass and cross sectional area (IS : 1786). 

Nominal size (mm) Sectional area (mm 2 ) Mass per meter (kg) 

6 28.3 0.222 

8 50.3 0.395 

10 78.6 0.617 

12 113.1 0.888 

16 201.2 1.580 

20 314.3 2.47 

25 491.1 3.85 

28 616.0 4.83 

32 804.6 6.31 

CONTRACTOR 


25 

O.T. . . Construction joints : 

The concreting shall be done up to construction joints, but while commencing the 

work on the cold joints, the aggregates shall be exposed with high pressure water jet or any 

other method. It is preferable to expose the aggregates previously i.e. just after the closer of 

the work by wire brushing and cleaning. Cleaning may be done by air water jetting or any 

other method. 

6. Concrete works. 

6.1. Grade of concrete 

The grade designation shall be as follows. 

a. Ordinary concrete M10, M15 & M20 

b. Standard concrete M25, M30, M35, M40, M45, M50 & M55 

c. High strength concrete M60, M65, M70, M75 & M80 

d. Concrete exposed to seawater shall be at least M20 & M30 for P.C.C. & R.C.C. 

respectively. The use of slag or pozzolana cement is advantageous under such conditions. 

6.2. Workability of concrete 

Table –26 

Placing conditions 

Binding concrete; shallow sections; pavements using 

lavers; 

Mass concrete; lightly reinforced sections in slabs, 

beams, walls, columns; floors; hand placed 

pavements; canal lining; strip footings. 

Heavily reinforced sections in slabs, beams, walls, 

columns; slipfonn work; pumped concrete 

Trench fill; 

In-situ pilling 

Degree of 

workability 

Slump (mm) 

1 2 3 

Very low Compacting factor from 0.75 

to 0.8 is suggested 

Low 25-75 

Medium 50-100 

75-10 

High 100-150 

Tremie concrete; Very high Refer IS :9103 

Note : For most of the placing conditions, internal vibrators (neddle vibrators) are suitable. 

The diameter of the needle shall be determined based on the density and spacing of reinforcement 

bars and thickness of sections. For tremie concrete, vibrators are not required to be used. 

6.3. Mild : Concrete surfaces protected against weather or aggressive conditions except those 

situated in coastal area. 

O.T.D. . Moderate : Concrete surfaces sheltered from severe rain or freezing whilst wet. 

Concrete exposed to condensation and rain. 

Concrete continuously under water. 

Concrete in contact of buried under non-aggressive soils/ ground water. 

Concrete surfaces sheltered from saturated salt air in coastal area. 

6.3.3. Severe : Concrete surfaces exposed to severe rain, alternate wetting and drying or occasional 

freezing whilst wet or severe condensation. Concrete lasticize immersed in sea water 

concrete expose to coastal environment. 

6.3.4. Very severe : Concrete surfaces exposed to sea water spray, corrosive fumes or severe freezing 

conditions whiles wet. 

Concrete incontact with or buried under aggressive sub-soil/ ground water. 

6.3.5. Extreme : Surface of members in tidal zone. 

Members indirect contact with liquid / solid aggressive chemicals. 

CONTRACTOR 


26 

Exposure a.PCC 

Minimum W/C grade 

Cement 

ratio 

Content 

maximum 

Kg/(m 3 ) 

Mild 220 0.6 -- 

Moderate 240 0.6 M15 

Severe 250 0.50 M20 

Very severe 260 0.45 M20 

Extreme 280 0.40 M25 

b.PCC 

Mild 300 0.55 M20 

Moderate 300 0.50 M25 

Severe 320 0.45 M30 

Very severe 340 0.45 M35 

Extreme 360 0.40 M40 

6.4. Nominal mix concrete 

The nominal mix concrete may be used for concrete of M20 grade and lower as per the table 

below: 

Table – 27 

Grade of concrete 

Total qty. of dry 

aggregate for 50kg of 

cement in kg 

Proportion of fine to 

coarse aggregate by 

mass 

Max. qty. of water 

per 50kg of cement 

in litre 

M5 800 Generally 60 

M 7.5 625 1:2 45 

M10 480 -- 34 

M15 330 -- 32 

M20 250 -- 30 

6.5. Design Mix : Ref. IS : 10262 

6.6. Placing : The concrete shall be placed and compacted before initial setting time of cement. 

6.7. Curing : The period for moisture curing shall be minimum 10 days. It may be extended upto 

28 days. 

6.8. Stripping time : Following stripping time may followed. 

Type of form work 

a. Vertical 16-25 h 

b. Soffit form work to slab 3 days 

c. Soffit form work to beam 7 days 

d. Props to slab 

(i) Spanning upto 4.5m 

(ii) Spanning over 4.5m 

O.T. . . Nominal cover: 

Minimum period before striking form work. 

7 days 

14 days 

Cover to be provided depending on exposure condition. 

Exposure 

Cover in mm 

Mild 20 

Moderate 30 

Sever 45 

6.9. Frequency of sampling : Depending on quantity of work, number of samples are to be taken. 

Qty. in m 3 No. of samples 

1-5 1 Set 

6-15 2 Set 

16-30 3 Set 

31-50 4 Set 

51 to above 4 plus one additional 

set for each 50m 3 or part. 

(one set= 6 Nos. of samples) 

CONTRACTOR 


27 

6.10. Concrete works : 

Table – 28 

Sl. 

No. 

A. Coarse aggregate 

Test 

Frequency as per MoRTH 

1. Sieve analysis flakiness and elongation index One test for every 150m 3 or less 

2. Specific gravity, bulk density, moisture content 

and absorption. 

-do- 

3. Soundness -do- 

4. Abrasion, impact, aggregate crushing value -do- 

5. Organic impurities value 

6. Alkali-aggregate reactivity Twice in one season 

7. Petro-graphic test -do- 

B. Fine Aggregates 

1. Sieve analysis One test for every 1.50m 3 of sand 

2. Organic impurities -do- 

3. Soundness -do- 

4. Sp. Gravity, moisture contents and absorption -do- 

C. Cement 

1. Fineness One test for each brand and batch of cement 

2. Setting time -do- 

3. Compressive strength 

D. Finished concrete 

1. Slump test One test for each shift both at mixer and at placement 

site. As frequently as possible. 

2. Compressive strength -do- 

3. Cement content One test every 3 months 

6.12 Aceptance criteria for concrete (IS : 456-2000, clause-16): 

The concrete shall be deemed to comply with the strength requirements when both the 

following conditions are met. 

a. The mean strength determined from any group of four consecutive tests results shall 

satisfy the following conditions. 

(i) Mean strength : 

a. For M13 grade : fa + 0.825 x established standard deviation 

(rounded to 0.5) N/mm 2 

OR 

Fa + 3N/mm 2 (which ever is greater). 

b. For M20 grade : Mean strengthfa + 0.825 standard 

or above deviation (rounded to nearest 0.5) N/mm 2 

OR 

Fa + 4N/mm 2 (which ever is greater). 

In absence of data for SD, the SD may be taken 3.5 for M10 and M15 grade, 4 for M20 and M25 grade 

and 5 for M30 to M50 grade. 

b. Individual test results : 

For M13 grade 

Strength fck – 3N/mm 2 

For M20 grade or above 

Strength fck – 4N/mm 2 

(Where fck is the characteristic strength of concrete) 

CONTRACTOR 


28 

7. Common Burnt clay bricks : 

7.1. Brick classification : (IS : 1077 & IS : 2180) 

Class 

Average compressive strength 

(M/mm 2 ) 

100 100 

75 75 

35 35 

30 30 

25 25 

20 20 

17.5 17.5 

15 15 

12.5 12.5 

10 10 

7.5 7.5 

5 5 

3.5 

7.2. Dimension : (IS : 1077) 

a. Modular 

Length (mm) Width (mm) Height (mm) 

190 90 90 

190 90 90 

b. Non-modular 

Length (mm) Width (mm) Height (mm) 

230 110 70 

230 110 30 

N. B. : Tolerance for 20 bricks of modular and non-modular are 80 mm & 

40mm for different heights. 

7.3. Water absorption : (IS : 3495). 

After immersion in cold water for 24 hours 

a. Upto class 12.5 : Maximum 20% 

b. Higher pressure : Maximum 15% 

7.4. Frequency of tests : 

20 bricks shall be tested out of 50,000 & 1,00,000 bricks in class 100 & 75. 

7.5. Grading of sand for plaster (IS : 1542). 

IS sieve designation (mm) 

Percentage passing by weight 

10 100 

4.75 95.100 

2.236 95-100 

1.18 90-100 

600 micron 80-100 

300 micron 20-65 

150 micron 0-50 

CONTRACTOR 


29 

8. Pipes, pipe fitting valves and specials: 

WATER SUPPLY 

Pipes of different types and classes, pipe fittings, valves and specials used for pipe laying work should be 

manufacturer and factory tested hy7drostatically as per the relevant I.S. specifications as given below. The CI and 

DI pipes on DGS&D contract are to be tested by the agency authorized by DGS&D/EPM and PVC pipes and fittings 

are to be tested by CIPET (Central Institute of Plastic Engineering and technology). 

8.1. Pipe 

O.T... Reference to I.S. code : 

IS : 1536 Specification for centrifugally cast spun iron pressure pipe for water, gas & lasti. 

IS : 8329 Specification for centrifugally cast (spun) ductile iron pressure pipe for water, gas & lasti. 

IS : 3589 

IS : 4985 

Specification for electrically welded steel pipe (first revision) 

Specification for electrically welded steel pipes (first revision) 

IS : 4958 Un lasticized PVC pipes for potable water supplies. 

IS : 10221 

Code of practice for coating and wrapping under ground steel pipes. 

IS : 11906 

Recommendation for cement master lining of cast iron milk steel and ductile Iron pipes 

and fitting for transport of 

water. 

8.2. Pipe fittings and jointing materials. 

8.2.1. Reference to code : 

IS : 1538 Specification for cast iron fitting for pressure pipe (para 1 to 24) for water, gas & sewge 

IS : 10124 Febricated PVC fitting for potable water samples(para 1 to 13) 

IS : 782 

IS : 5383 

O.T... 

Specification for caulking lead 

Rubber gaskets for double iron pipes. 

Valves and specials 

IS : 780 

IS : 2906 

IS : 2685 

IS : 5312 

Specification for sluice valves for water works purpose (50mm to 300mm) 

Specification for sluice valves for water works purpose (350mm to 1200mm) 

Code of practice for selection installation and maintenance of sluice values. 

Specification for swing check type reflux (Non-return valves) for water works 

purpose. 

8.3. Inspection of pipes before final acceptance. 

Each pipe shall have cast, stamped or indelibly painted the trade mark of manufacturer, the nominal dia, 

class weight, batch number, last two digits of the year of manufacturer and also with ISI certificate mark. The 

pipes should bear the stamping of testing agency like DGS & D in case of CI & DI pipes CIPET in case of PVC pipes 

etc. 

8.3.1. Pipe laying 

8.3.2. Laying of cast iron pipes : 

Inspection of pipes before laying : 

Before laying the pipes and fittings shall be inspected for defects and be rung with a light hammer, 

preferably while suspended, to detect cracks. Smearing the outside with chalk dust helps in the location of cracks. 

If doubt persists further confirmation may be obtained by pouring a little kerosene on the inside of the pipe at the 

suspected spot. If crack is present, the kerosene seeps thorough and shows on the outer surface. Any pipe found 

unsuitable after inspection before laying shall be rejected. 

Laying should be done as per IS code of practice 3114 (Third Revision). 

a) Depth of Trench – The depth of trench should be less than 900mm measured from the top of 

pipe to the surface of ground and not less than 750mm else where. 

b) Width of Trench : The width of trench should be 200 mm more on either side of the external dia 

of pipe (i.e. External dia of pipe + 2 x 200mm). Additional width shall be provided at position of 

sockets and flanges for jointing. 

c) Cover over the pipe- Minimum cover of 1M in recommended under road way and may be 

modified to meet the local condition. 

CONTRACTOR 


30 

8.3.3. Laying and jointing of ductile iron pipes : 

The pipes should be laid as per the specification laid down in IS : 12288. 

a) Width of Trench :- The width of trench at bottom shall provide not less than 200mm clearance on 

both sides of pipe (i.e. external dia of pipe + 2x 200mm) 

b) Cover over the pipe – In agricultural land the depth should be sufficient to provide cover not less 

than 900mm and under a roadway the cover should be minimum 1.0M. 

8.3.4. Laying of welded steel pipes : 

The laying should be done as per IS – 5822 (First revision). 

a) Width of Trench – The width at the bottom below in the faces should not be less than 200 mm 

clearance on either side of the pipes. 

b) Cover over the pipe – When the pipeline is under a roadway, a minimum cover of 1.0 Meter should 

be provided and can be modified to suit the local condition by taking necessary precaution. 

c) Pipe welding :- In case of welding the pipe in the trench, additional excavation of not more than 600 

mm in depth 900mm in length should be provided all round the pipe at the position of the joints for 

facility of welding. 

d) Coating and wrapping of pipes :- Against internal corrosion, steel pipes are given epoxy lining or hot 

applied coal tar/asphalt lining or rich cement mortar lining at works or the field by centrifugal 

process. The outer coating for under ground pipeline may be in cement sand gunniting or hot applied 

coal tar asphalt enamel reinforced with fiber glass fabric yarn. Coating and wrapping should be done 

as per IS 10221. 

8.3.5. Laying of PVC pipes : 

Laying and joining of PVC pipes should be done as per IS: 7634 (part – III). 

a) Width of trench :- The trench should be as narrow as practicable. As a normal practice this may be kept 

from 0.30M over the outside dia or pipe (i..e external dia of pipe + 30 cum.). 

b) Depth of Trench – The depth of trench should be 1.00M from the ground level. 

c) The trench bottom where it is rocky and un-even a layer of sand or alluvial earth of 100mm depth should 

be provided under the pipe. 

d) Jointing of pipes : Solvent welding technique offers as easy and ample type of joint in PVC pipe used 

spigot and socket type joints. The cement solvent to be used for jointing should be as per the 

recommendations of the pipe manufacturer. 

8.4. Testing of pipe line after laying (field test pressure). 

After laying and jointing, the mains shall be slowly and carefully charged with water, so that all air is 

expelled from the main by providing a25mm inlet with a stop cock, allowed to stand full of water for a few days if 

time permits, and then tested with pressure. 

The field test pressure to be imposed should be not less than the maximum of the following. 

a) 1.5times the maximum sustained operating pressure. 

b) 1.5 times the maximum pipeline static pressure. 

c) Sum of the maximum sustained operating pressure and the maximum surge pressure. 

d) Sum of the maximum pipe line static pressure and the maximum equal to the work test pressure for any 

pipe fitting in corporate. 

CONTRACTOR 


31 

9.0. Production wells (large dia tube wells): 

9.1. Materials for constructions : 

1. Casting pipes should be mild steel or UPVC pipes. Mild steel pipes should conform to IS :4270 

and ASTM-DN-1785. The UPVC pipes should be of ASTM quality (Sch-40, Sch-80 or Sch-120 

depending on site condition) and should also confirm to IS:2818. 

2. Well screens and slotted pipes should conform to IS : 8110. The well screens may be monometal, 

bimetal, stainless steel or PVC. 

Sufficient opening should be provided for screens and slotted pipes so that 70% or more of sand grains in 

the natural aquifer where uniformity co-efficient should range between 2.0 to 2.50. For soils with uniformly 

coefficient less than 1.5, pea gravel pack should be used. 

The total area of opening should be such s to maintain on entrance velocity less than necessary to carry 

the finest particle of sand that is to be excluded by the screen. In general, it should be 4 to 6 cm/sec. With the 

gravel shrouding. 

The opening should preferably be ‘V’ shaped. 

O.... Gravel to be used for shrouding (packing around the casing pipe) should confirm to IS : 4099. 

The gravel wall provided may vary in thickness to suit the size and depth of boring and may vary 

from 10cm to 25cm but usually 10cm. 

9.2. Construction of tube well : 

The drilling operation should be taken up with rotary drilling rig. Down the whole Hammer Rig or 

Combination Rig depending on type of strata and conforming to IS :2800 (Part-I). 

For drilling with rotary drilling rig in soft formations, bentonite powder should be used in place of local 

mud as sealing compound to facilitate drilling operation. The casing pipe and well strainer should be lowered 

perfectly vertically and well screen should be properly placed against the aquifers. The casing pipe should be 

extended to at least 60 cm above the ground level. 

The annular space between the bore and the housing pipe (casing pipe) should be cement grouted upto at 

least 5m below ground level to provide a sanitary sealing. 

9.3. Testing and development of tube well : 

9.3.1. The testing of tube well should be conducted as per IS : 2800 (part-II). 

Tube wells are to be tested for plumbness and alignment normally after completion of drilling but 

immediately after the housing pipes are installed and prior to commencement of gravel fitting in the case of gravel 

shrouded tube well. For wells encased with pipes less than 350mm dia meter, the verticality of tube well shall have 

a deviation not exceeding 10cm per 30 m depth of the tube well and the deviation shall be in one direction and in 

one place only. 

In the case gravel shrouded tube well, if the pipe assembly is found included in a start position. It should 

be pulled in a desired directions to rectify the stantness and bringing the pipe assembly into permissible limit of 

verticality. 

9.3.2. Development of tubewell : 

into service. 

The object of well development is the removal of silt, fine sand and other such materials form a zone 

immediately around the well, screen, there by creating larger passage in the formation through which 

water can flow more freely towards the wells. 

Well development includes the operation of flushing, testing and equipping the wells before they are put 

CONTRACTOR 


32 

The development should be carried on with an air compressor of suitable capacity (to develop 7kg to 

10kg/Cm 2 and airflow of 2m 3 /min) In accordance with IS : 11189, and the process should be continued 

until the stabilization of sand gravel pack and discharge of clear water is fully assured. 

10. Pumping sets : 

10.1. Reference & code 

The pumping sets and accessories should conform to following IS specification: 

IS 1520 Horizontal centrifugal pumps for clear cold fresh water (2 nd revision) 

IS 6595 

IS 9684 

IS 1710 

IS 8034 

IS 10825 

IS 325/19758 

IS 7538 

Horizontal centrifugal pumps for clear cold fresh water for Agricultural purpose (first revision). 

Selection, installation, operation and maintenance of Horizontal centrifugal pumps for 

agricultural purpose. 

Vertical turbine pumps for clear. Cold fresh water (1 st revision). 

Submersible pump sets for clear, cold, fresh water. 

Foot valve, Reflex value or non return valve and bore valves to be used in suction line of 

agriculture pumping sets. (first revision). 

Three phase induction motors. 

Motors for submersible pumps 

10.2. Inspection of pumps before final acceptance. 

1. The name plates of the pump and motor with details like Sl. No.- Head, Discharge, rpm, HP/KW 

of motor etc engraved on the name plate should be clearly verified to confirm within the 

pumping set is as per the supply order. 

2. Manufacturer’s test report along with laboratory hydrostatic test reports of the pumps should be 

verified to know the duty of pump. 

3. The supplier should give at lest one copy of specific installation and operation manual of the 

pumping sets supplied by them. 

4. The field test for pumps should be conducted to confirm the duty of pumps after ins installation. 

10.3. Pump installation 

The installation of centrifugal pumps should proceed through five stages in the following order. 

1. Preparing the foundation and locate the foundation bolts. 

2. Locating the pump on the foundation bolts, however resting on leveling wedges, which permit not only 

easy leveling but also space for fitting the grunt later on. 

3. Levelling 

4. Grouting 

5. Alignment 

The foundation should be sufficiently substantial to absorb vibrating and to form a permanent, rigid 

support for the base plate. 

Alignment of the pump sets should be checked even if they are received aligned by the 

manufacturer. The alignment should be proper both for parallelism (by filler gauge) and for coasiablity 

(by straight edge or by dial gauge). 

During all alignment- checks both the shafts should be pressed hard, over to one side while 

talking the readings alignment should also be checked after fastening the piping and there after 

periodically during operation. 

Submersible pumps with wet type motors should be fitted with water and the opening should 

be properly plugged after filling water. 

Pumps kept in storage for a long time should be thoroughly cleaned before installation. 

CONTRACTOR 


33 

10.4. Testing of pumps : 

There are two types of pumps testing. 

1. in the shop or laboratory at the manufacturer works. 

2. Testing in the field after installation 

(i) 

(ii) 

(iii) 

Every pump must be tested before it is finally accepted. It is necessary for comparision of 

specified, predicated and actual performance after installation, relating to head, discharge 

power, efficiency and suction requirements centrifugal pumps should be listed as per IS-9137 

(Class ‘C’ code of testing) and IS-11346. 

The scheme of testing includes taking readings, doing calculation and plotting of 

The H-Q characteristics 

11. Water Quality 

The P-Q characteristics. 

The efficiency versus Q characteristics 

11.1. Recommended guidelines for physical and chemical parameter: 

Sl. 

No. 

Characteristics *Acceptable **Cause for 

1. Turbidity (NTU) 1 10 

2. Colour (Units on Platinum Cobalt scale) 5 25 

3. Teste and Odour Unobjectionable Objectionable 

4. PH 7.0 to 8.5 9.0 

5. Total dissolved solids (mg/I) 500 2000 

6. Chlorides (as CI) (mg/I) 20 600 

7. Chlorides (as CI) (mg/I) 200 1000 

8. Sulphates (as SO4 (mg/I) 200 400 

9. Fluorides (as F) (mg/I) 1.0 1.5 

10. Nitrates (as NO3 (mg/I) 45 45 

11. Calcium (as Ca) (mg/I) 75 200 

12. Magnesium (as Mg) (mg/I) 30 150 

If there are 250 mg/I of sulphates, Mg content can be increased to maximum of 

125mg/I with the reduction of sulphates at the rate of I unit per every 2.5 units of sulphates. 

Sl. 

No. 

Characteristics *Acceptable **Cause for 

13. Iron (as Fe) mg/I 0.1 1.0 

14. Manganese (as Mn) mg/I 0.05 0.5 

15. Copper (as Cu) (mg/I) 0.05 1.5 

16. Aluminium (as AI) (mg/I) 0.03 0.2 

17. Residual Chloride (mg/I) 0.2 >1.0 

18. Zinc (as Zn) (mg/I) 5.0 15.0 

19. Phenolic compounds (as Phenol) (mg/I) 0.001 0.002 

20. Anionic detergents (mg/I) (as MBAS) 0.2 1.0 

21. Mineral Oil (mg/I) 0.01 0.03 

CONTRACTOR 


34 

TOXIC MATERIALS 

22. Arsenic (as As) (mg/I) 0.01 0.05 

23. Cadmium (as CD) (mg/I) 0.01 0.01 

24. Chromium 

(as hexavalent Cr) (mg/I) 0.05 0.05 

25. Cyanides (as CN) (mg/I) 0.05 0.05 

26. Lead (as Pb) (mg/I) 0.05 0.05 

27. Selenium (as SC) (mg/I) 0.01 0.01 

28. Mercury (total as Hg) 

(mg/I) 0.001 0.001 

29. Polynuclear aromatic 0.2 0.2 

Hydrocarbons (PAH) (ug/I) 

Pesticides (total, mg/I) Absent Refer to WHO 

guidelines for drinking 

water quality Vol.-I- 

1993 

RADIO ACTIVITY 

30. Gross Alpha activity (Bq/I) 0.1 0.1 

31. Gross Beta activity (Bq/I) 0.1 1.0 

The figures indicated under the column ‘Acceptable’ are the limits upto which water is 

generally acceptable to the consumers. 

Figures in excess of those mentioned under ‘Acceptable’ render the water not 

acceptable, but still may be tolerated in the absence of an alternative and better source but 

upto the limits indicated under column “Cause for Rejection” above which the sources will 

have to be rejected. 

It is possible that some mine and spring waters may exceed these radio activity limits and in 

such cases it is necessary to analyses the individual radio-nuclide order to assess the acceptability or 

otherwise for public consumption. 

 

Sr. Divisional Manager 

(Building Project)-I 

O.T.D.C. Ltd. 

CONTRACTOR 


PROFORMA-‘A’ 

35 

past. 

CERTIFICATE OF LIST OF WORKS IN HAND (Clause No.49 (i) of DTCN) 

I/We do hereby certify that the following works have been executed by me/us in the 

Approximate 

value of work 

Particulars of 

Sl. 

Amount of 

Period which the done against Deptt. Under 

works now in 

No. 

each work 

work is stipulated to each work on the which the work is 

hand 

be completed 

date of 

being taken up. 

Remarks 

(in month) 

submission of 

Tender 

1 2 3 4 5 6 7 

I/We also note that, non-submission of this certificate will render my/our tender liable for rejection. 


Date________________ 

CONTRACTOR 


CERTIFICATE OF EMPLOYMENT OF UN-EMPLOYED GRADUATE ENGINEERS/DIPLOMA HOLDERS 

(For Special Class and ‘A’ Class Contractors only) 

I/We do hereby certify that at present the following Engineering personnel are working with 

me/in our firm/company and their bio-data are furnished below: 

Sl. 

No. 

Name of 

Engineering 

personnel 

appointed for 

supervising 

contractor’s 

works with 

address 

Qualificatio 

n 

Date of 

appointme 

nt 

Monthly 

emolumen 

t 

Whether 

full time 

engagemen 

t and 

continuous 

If they are 

Superannuated/ 

Retired/ dismissed or 

removed personnel 

from State Govt./ 

Central Govt./ Public 

sector undertakings/ 

Private companies 

and firms or any one 

ineligible for Govt. 

service. 

1 2 3 4 5 6 7 

36 

I/We also note that non-submission of this certificate will render my/our tenders liable for 

rejection. 


Date________________ 

CONTRACTOR 


PROFORMA-‘B’ 

37 

V 

Sl. 

No. 

Particulars 

of works 

already 

executed 

CERTIFICATE OF LIST OF WORKS EXECUTED (Clause 

No.49(ii) of DTCN) 

I/We do hereby certify that the following works have been 

executed by me/us in last five(5) years. 

Approxi 

mate 

amount 

of each 

work 

Name of 

Deptt. 

under 

which the 

works were 

executed 

Period of 

commence 

ment and 

period of 

completion 

Whether the 

works were 

completed in 

stipulated 

period 

1 2 3 4 5 6 7 

Remark 

s 

I/We also note that, non-submission of this certificate will render my/our tender liable for 

rejection. 


Date_______________ 

CONTRACTOR 


38 

WORK PROGRAMME 

Name of the Work: - Construction of 

Tourist Reception Centre, Pathway, 

Parking, & Landscaping etc at Ghatagaon in Keonjhar Dist. 

Time 

Description of work 

1 st Month………………………………………………………………………………………………… 

2 nd Month………………………..………………………………………………………………………… 

3 rd Month……………………………………………………………………………………………… 

4 th Month………………………………………………………………………………………………… 

5 th Month………………………………………………………………………………………………… 

6 th Month………………………………………………………………………………………………… 

7 th Month………………………………………………………………………………………………… 

8 th Month………………………………………………………………………………………………… 

9 th Month………………………………………………………………………………………………… 

CONTRACTOR 


FINANCIAL BID (COVER –II) 

DETAILED TENDER SCHEDULE FOR THE WORK:- “Construction of 

Tourist Reception Centre, Pathway,Parking, & Landscaping etc at 

Ghatagaon in Keonjhar Dist” 

39 

SL DESCRIPTION QTY UNIT RATE AMOUNT 

NO 

TOURIST RECEPTION CENTRE CUM 

PUBLIC CONVENIENCE 

1 Earthwork in excavation in foundation in 

Hard soil/gravelly soil including dressing of 

sides and leveling the bed up to the 

required depth and depositing the 

excavated materials away from the work 

site with all leads and lifts, including 

shoring, shuttering and dewatering (if 

required) with cost of labour, hire & 

running charges of water pumps sundries & 

T&P required for the work complete as 

directed by the Engineer-in-charge. 158.09 Each cum 87.60 13848.68 

2 Filling foundation trenches and plinth with 

excavated earth including laying the earth 

in layers not exceeding 23.5cm (9”) thick 

ramming and watering with all leads and 

lifts including cost of all labour, T&P etc. 

complete as directed by the Engineer-incharge. 

52.70 Each cum 48.60 2561.22 

3 Supplying and filling in foundation trenches 

and plinth, ditches with sand well watered 

and rammed in layers not exceeding 23 cm. 

In depth with all lead and lift including 

cost, conveyance, loading, unloading, 

royalties and taxes of all materials, cost of 

all labour, sundries, T&P required for the 

work etc. complete in all respect as per 

specification and direction of Engineer-incharge. 

(Measurement will be taken on 

finished compacted section only). 162.29 Each cum 463.50 75221.42 

4 Providing and lying plain cement concrete 

of proportion (1:4:8) in foundation and 

floors using Portland Slag Cement(PSC) 

with 4 cm. Size black hard crusher broken 

granite stone metal and screened and 

washed sharp sand for mortar of approved 

quality from approved quarry, washed and 71.02 Each cum 3250.20 230829.20 

CONTRACTOR 


cleaned including hoisting, lowering, laying 

concrete, ramming, watering and curing 

etc. complete to required levels laid in 

layers not exceeding 15 cm thick in each 

layer including cost, conveyance, loading, 

unloading, royalties and taxes all materials 

and cost all labours, sundries, T & P 

required for the work including shoring, 

shuttering and dewatering if required 

including hire & running charges of water 

pump complete as per specification and 

direction of Engineer-in-charge. 

5 Supplying, Diluting & Spreading 

Chemical Emulsion like CHLORPYRIPHOS 

OR Other Chemical approved by the 

Central Insecticides Board as directed by 

the manufacturer and spraying the mixture 

uniformly by the sprayer as preconstructional 

anti-termite treatment and 

creating a chemical barrier under and 

around the column pits, wall trenches, 

basement excavation, top surface of 

plinth filling, junction of walls and floors 

along with external perimeter of the 

building, expansion joints, surrounding the 

pipes and conduits etc. complete at the 

rate of 7.5 liters (or as directed by the 

manufacturer) per sqm on vertical and 5.0 

liters per sqm on horizontal surfaces, 50% 

of the emulsion to be filled in center to 

center etc. complete as per the holes made 

in trenches at 150m.m IS:6313/1981(Part- 

II) complete including cost, conveyance, 

loading, unloading and taxes of all 

materials, cost of all labour, T&P, sundries 

and scaffolding where required for the 

work etc. as directed by the Engineer -in - 

charge. ( The payment shall be made on the 

basis of the actual measurement of the 

plinth area of the building at Ground Floor 

and vertical faces will not be measured for 

payment) 218.64 Each cum 90.90 19874.38 

6 First class kiln burnt brick masonry using 

K.B. bricks of size 25cm x 12 cm x 8 cm 

having crushing strength not less than 75 

kg. Per Sqr. Cm. In cement mortar of 16.96 Each cum 3340.60 56656.58 

40 

CONTRACTOR 


mix(1:6) with Portland slag cement (PSC) 

and screened and washed sharp sand for 

mortar after immersing the bricks for 6 

(six) hours in water before use in 

foundation, plinth, basement and for 

ornamental flower beds, plinth moulding 

and similar such type of works with all 

necessary projections, splays cutting, 

circular moulding, corbelling, chamfering, 

watering and curing etc. including cost, 

conveyance, loading unloading, royalties and 

taxes of all materials and cost of all 

labour, sundries, T & P required for the 

works etc. complete in all respect as 

directed by the Engineer-in-Charge. 


K.B. bricks of size 25 cm. x 12 cm. x 8 cm. 


kg. Per. Sqr. Cm. in cement mortar of mix( 

1:6) with ordinary Portland slag 

cement(PSC) and screened & washed sand 

for mortar after immersing the bricks for 

6 (Six) hours in water before use in 

superstructure including splays cutting, 

circular moulding, corbelling, chamfering 

and similar such type of works, watering 

and curing etc. including cost, conveyance, 

loading, unloading, royalties and taxes of all 

materials, cost of all labour, scaffolding, 

sundries, T&P required for the works etc. 

complete in all respect as directed by the 

Engineer-in-Charge. 

i)Ground floor 36.74 Each cum 3374.00 123960.76 

ii)First floor 24.43 Each cum 3493.20 85338.88 


K.B. bricks of size 25cm x 12 cm x 8 cm 


kg. Per Sqr. Cm. In cement mortar of 

mix(1:4) with Portland slag cement (PSC) 

and screened and washed sharp sand for 

mortar after immersing the bricks for 6 

(six) hours in water before use in 

superstructure, with all necessary 

projections, splays cutting, circular 

moulding, corbelling, chamfering, watering 

and curing etc. including cost, conveyance, 

41 

CONTRACTOR 


loading unloading, royalties and taxes of all 

materials and cost of all labour, sundries, T 

& P required for the works etc. complete in 

all respect as directed by the Engineer-in- 

Charge. 



9 Providing, lifting, hoisting and laying 

Reinforced cement concrete of M-200 

grade as per approved designs and 

drawings having a minimum compressive 

strength (in work test) 200 Kg. / Square 

cm. in 15 cm. cubes at 28 days after mixing 

and test conducted in accordance with I.S. 

516 using 12 mm. to 20 mm. size black hard 

crushed broken granite stone chips and 

screened and washed sharp sand for 

mortar of approved quality from approved 

quarry, washed and cleaned ( 20mm. size 

chips not to exceeds 25 % ) to be mixed in 

concrete mixture with Portland slag 

cement (PSC) including hoisting, lowering, 

laying and compaction concrete by using 

vibrators, watering and curing for 28 days, 

centering and shuttering then after 

dismantling and removing debris from the 

work site and finishing the exposed 

surface smooth providing grooves or beads 

wherever necessary including cost, 

conveyance, loading, unloading, royalties 

and taxes of all materials and cost of all 

labours, sundries, T & P required of the 

work etc. complete in all respect as 

directed by the Engineer-in-Charge. But 

excluding cost and conveyance of M.S. rods 

or Tor steel and binding wires and labour 

charges for straightening, cutting, bending 

etc. of M.S. rods or tor steel tying the 

grills and placing in proper position. 

a) Column base 30.61 Each cum 4690.90 143588.45 

b) Column 



c) Plinth band/ Grade beam 


d) Lintel 

42 

CONTRACTOR 




e) Beam 



f) Roof slab 



g) Staircase 



h) Chajja 



i) Cornice 





Grade in different works with 12mm to 

20mm size black hard crusher broken 

granite chips of approved quality from 

approved quarry including mixing and 

compacting to proper shape and size, level 

and plumbs and finishing the exposed 

surfaces smooth including cost of 

scaffolding, watering and curing for the 

required period including cost of all 

materials with taxes, royalties 

transportation, loading and unloading, all 

labour, sundries, T&P including hire & 

running charges of concrete mixer and 

vibrator etc completed as per the 

direction of the Engineer-in-charge but 

excluding the cost of materials and labour 

for reinforcement bars & including the 

cost of centering and shuttering for the 

works. 

Kitchen slab 1.87 Each cum 6794.20 12705.15 

11 Providing, fixing and placing of MS bars/ 

Tor steel (HYSD) Fe-500 for RCC work in 

all floors of required diameter of approved 

quality with straightening, Cutting, 

bending, binding welding or jointing if 

necessary, bending, binding, tying the grills 

as required for R.C.C. works, providing fan 

43 

CONTRACTOR 


hooks where necessary and hoisting, 

lowering and placing in proper position 

according to approved designs and 

drawings including cost, conveyance, 

loading, unloading, taxes of M.S. rods or 

Tor steel and binding wires of 18 to 20 

gauge required for the work and cost of all 

labour, sundries, T & P and scaffolding 


Engineer-in-Charge ( payment will be made 

according to the actual weight of M.S rod 

/Tor steel consumed in the work and no 

separate payment will be made towards 

weight of binding wires which is to be 

borne by the contractor at his own cost 

i)Ground floor 136.39 Each Qntl 6031.10 822581.73 

ii)First floor 32.20 Each Qntl 6041.60 194539.52 

12 Providing 12mm. thick cement plaster with 

cement mortar of mix (1:6) in all floors 

with Portland slag cement (PSC) with neat 

cement punning and two coats of bitumen 

painting over top of the walls complete 

including watering and curing along with 

the cost, conveyance, loading and unloading, 

royalties and taxes of all materials and 

cost of all labours, sundries, T&P and 

scaffolding required for the work etc. 


Engineer–in-Charge. 

i)Ground floor 763.10 Each Sqm 84.70 64634.57 

ii)First floor 310.54 Each Sqm 87.10 27048.03 

13 Providing 16mm thick cement plaster in all 

floors at all height with cement mortar of 

mix (1:6) with Portland slag cement (PSC) 

and with screened and washed sharp sand 

for mortar and finished smooth to the 

rough surface of brick masonry walls after 

racking out joints including watering and 

curing rounding of corners etc. complete 

with cost, conveyance, loading, unloading, 


all labour, T&P, sundries and scaffolding 

required for the work etc. with providing 

grooves as directed by the Engineer-in- 

Charge 


44 

CONTRACTOR 



14 Providing 6 mm. thick cement plaster with 

cement mortar of mix (1:4) in all floors at 

all height with screened and washed sharp 

sand for mortar to ceiling plaster of roof 

slab, staircase, landings, chajja and shelves 

etc. including roughening, scraping, 

chiseling, cleaning to all R.C.C surface 

including cost, conveyance, loading, 

unloading, royalties and taxes of all 

materials, cost of all labour, sundries, T&P 

, scaffolding, watering and curing etc. 

complete in all respect as per specification 

and direction of Engineer-in-charge. 



15 Providing Ornamental Cement Plaster (as 

per approved Design & Approved Drawing) 

using good quality of Sand & Cement with 

cost, conveyance, loading, unloading and 

taxes of all materials, cost of all labour, 

sundries, T & P, scaffolding, watering and 

curing etc. complete as directed by the 

Engineer-in-charge & Architect. 

Ground floor 8.53 Each Sqm 500.00 4265.00 

16 Providing 25mm thick grading concrete in 

C.C. (1:2:2) laid in proper slope over 

terrace roof slab by using two part of 

sand, one part of cement and two parts of 


granite chips with addition of water 

proofing compound of approved quality to 

be mixed with specified ratio including 

watering, curing, cost, conveyance, 

royalties, taxes of all materials, cost of all 

labour, T&P etc. complete as required for 

the finished item of work as directed by 

the Engineer-in-charge. 232.99 Each Sqm 201.90 47040.68 

17 Providing and painting two coats with 

plastic emulsion paint of approved quality 

and approved shade manufactured by 

reputed manufacture like NEROLAC 

/ASIAN /BERGER /DULOX or equivalent 

to make in all floors at all height by making 

the surface to the interior plastered 

surface of wall smooth with a coat of 

45 

CONTRACTOR 


Acrylic Putty and primer of approved 

quality including cost, conveyance, loading 

and unloading and taxes of all materials, 

cost of all labour, sundries, T & P, 

scaffolding etc. required for the work and 





18 Wall painting two coats with 100% Acrylic 

emulsion paint (1 st quality) exterior grade 

(weather coat) of approved make & shade 

manufactured by reputed manufacture like 

NEROLAC /ASIAN /BERGER /DULOX or 

equivalent to make an even finished 

surface over a coat of primer with water 

bond cement primer in all heights with all 

scaffolding and staging charges including 

cost, conveyance, taxes of all materials, 

cost of all labour, etc. complete as per 

specification and direction of Engineer-in- 

Charge. 




synthetic enamel paint of approved quality 

and approved shade confirming to ISI on 

iron work to give an even shade over a coat 

of primer of approved quality and shade 

including sand papering and making the 

surface smooth in all floors at all height 

with cost, conveyance, loading, unloading 

and taxes of all materials, cost of all 

labour, sundries, T& P scaffolding and 

taxes of all materials, cost of all labour, 

sundries, T & P scaffolding etc. required 

for the work and complete in all respect 

as directed by the Engineer-in-charge. 23.00 Each Sqm 98.90 2274.70 


synthetic enamel paint of approved quality 

and approved shade confirming to ISI on 

wood work to give an even shade over a 

coat of primer of approved quality and 

shade including sand papering and making 

the surface smooth in all floors at all 

height with cost, conveyance, loading, 18.22 Each Sqm 102.20 1862.08 

46 

CONTRACTOR 


unloading and taxes of all materials, cost 

of all labour, sundries, T& P scaffolding 


labour, sundries, T & P scaffolding etc. 

required for the work and complete in all 

respect as directed by the Engineer-incharge. 

21 Providing vitrified tile flooring using 

vitrified tiles of premium grade having 

thick of 8mm to 10mm conforming to IS 

13756 of 600mmx600mm coloured / 

printed series(homogeneous)of approved 

quality, colour in floors, treads on steps 

and landings in all floors at all height on 

25mm thick bed of cement mortar of mix 

(1:4) laid in proper slope and gradient with 


mortar and grouted with neat white 

cement slurry jointing the tile with neat 

white cement slurry mixed with required 

quantities of pigments of approved marks 

to match the shades of the vitrified tile if 

required watering and curing for 21 days, 




required for the work including rubbing 

mechanically and wax polishing etc. 


and direction of Engineer-incharge.(Make:-JONSON/NITCO) 



22 Providing vitrified tile flooring using 

vitrified tiles of premium grade having 

thick of 8mm to 10mm conforming to IS 

13756 of 600mmx600mm coloured / 

printed series(homogeneous)of approved 

quality, colour on 12mmm thick cement 

plaster (1:3) with screened and washed 

sharp sand for mortar and grouted with 

neat white cement slurry joining the tile 

with neat white cement slurry mixed with 

required quantities of pigments of 

approved marks to match the shades of 

the vitrified tile if required watering and 

47 

CONTRACTOR 


curing for 21 days, including cost, 



labour, sundries, T&P required for the 

work including rubbing mechanically and 

wax polishing etc. complete in all respect 

as per specification and direction of 

Engineer-in-charge. 



23 Providing 10mm thick granite tile flooring 

(above 0.1 Sqm. Up to 0.4 sqm) of approved 

quality, colour and size in floors, treads on 

steps and landings in all floors at all height 

on 25mm thick bed of cement mortar of 

mix (1:1) laid in proper slope and gradient 

with screened and washed sharp sand for 

mortar and grouted with neat white 

cement slurry joining the tile with neat 

white cement slurry mixed with required 

quantities of pigments of approved marks 

to match the shades of the granite tile if 

required watering and curing for 21 days, 










24 Providing 30cmx30cm/40cmx40cm special 

plain/printed series ceramic floor tiles of 

premium grade having thickness 7mm to 

8mm conforming IS13755 for ceramic tile 

flooring of approved quality, colour and 

size in floors, treads on steps and landings 

in all floors at all height on 10mm thick bed 

of cement mortar of mix (1:1) laid in proper 

slope and gradiant with screened and 

washed sharp sand for mortar and with 

ordinary Portland slag cement (PSC) 

grouted with neat white cement slurry 

joining the tile with neat white cement 

slurry mixed with required quantities of 

48 

CONTRACTOR 


pigments of approved marks to match the 

shades of the ceramic tile if required , 

watering and curing for 21 days, including 




work including rubbing mechanically and 

wax polishing etc. complete in all respect 

as directed by the Engineer-in-charge. 



25 Providing 20cmx30cm/20cmx20cm size 

special plain/printed series ceramic 

glazed wall tiles of premium grade having 

thickness 6.5mm to 6.7mm conforming to 

IS 13753 of approved make & shade in 

Dadoes over 12mm thick cement plaster 1:3 

(1 Cement: 3 Coarse sand) finished with 

modular pointing in white cement & pigment 

to match the shade of the tiles including 



all labour curing sundries and T & P etc. 

required for the work etc. complete as per 




26 Providing ,fitting and fixing of flush door 

of 32 mm thick (Green /National 

/Equivalent make) using 32mm single 

leaf/double leaf of solid core of 

blockboard type bonded with 1mm thick 

lamination board (Royal touch/ Merino or 

equivalent) pasted on both sides with 

8mm thick teak wood external leaping . The 

shutter shall be shop prepared for taking 

mortice lock & latches suitable block of 

wood may be provided for fixing the 

hardware.The size of block, shall pefectly 

correspond to the maximum size of lock. 

All the four edges of the door shutter 

shall be square . The shutter shall be free 

from twist or warp in its plane and of 

required size etc complete as directed 

including fixing of Dorma Ball bearing 37.19 Each Sqm 8458.30 314564.18 

49 

CONTRACTOR 


hinges 5knuckle 2ball bearing butt hinges 

BB 3090F with metal screws 100mm X 

75mm X 3mm grade SS304, 3200-2 

Surface Mounted Tower bolt of Length 8" 

in Satin chrome finish, Dorma pull Handle 

TGDI-D 150mm back to back with 

adjustable fixing for glass, wood and 

metal doors in satin stainless steel. The 

pull handles should have supporting washer 

with raised bevelling on the outer surface. 

Length =150mm, 19mm dia, -SS304 

Dorma ZS 8100 set for fire door type 1 

with lock 281 and strike plate epc 60mm 

Dorma TS 71 door closer with std arm EN 

3/4 max door width 1100mm Melamine 

polish as per the specification complete 

with all materials , as per instruction of 

Engineer-in-Charge. 

27 Supplying, fitting and fixing well dressed 

and well seasoned sal wood choukaths of 

different length and 6.35cm. x 12.70cm. 

sizes in all floors in proper position 

including two coats coats of coaltaring to 

wall and lintel side faces of choukaths 

including cost of coaltar and labour for 

coaltaring and fixing required nos. of W.I. 

clamps to the choukaths with approved 

qualities of screws including cost, 

conveyance, loading, sundries, T&P required 

for the work etc. complete in all respect as 

directed by the Engineer-in-charge 0.94 Each cum 43434.30 40828.24 

28 Providing and fixing rolling shutters of 

approved make,made of 80x1.25mm laths 

interlocked together through their entire 

length and jointed at the by end locks 

mounted on specially designed pipe shaft 

with brackets, side guides and 

arrangements for inside and outside 

locking with push and pull operation 

complete including the cost of providing 

and fixing necessary 27.5 cm long wire 

springs grade no 2. and M.S. top cover 

1.25mm thick for rolling shutter. Item 

include providing and fixing 2 nos ball 

bearings of approved make in rolling 

shutter. Item also include painting of 4.89 Each Sqm 2467.90 12068.03 

50 

CONTRACTOR 


shutter with 2 coats of synthetic enamel 

paint over a coat of metal primer of 

approved make & shade and fixing of 

shutter with lugs of 15x 6mm in 

15cmx10cmx10cm cement concrete blocks 

of 1:2:4 (1cement:2 coarse sand:4 graded 

stone aggregate). The rate should include 

cost of all materials, labour etc. 

29 Providing and fixing factory made UPVC 

frame with shutter for windows made of 

UPVC extruded section having an overall 

dimension,as below (tolerence ± 1mm) with 

all thickness 2mm ± 0.2mm .Corners of the 

door frame to be jointed with galvanized 

brackets and stainless steel screws,jointed 

and mitred and plastic wilded.The hinge 

side vertical of the frame reinforced by 

galvanised M.S tube of size 19mmx19mm 

and 1mm ± 0.1mm wall thickness and 3 nos 

stainless stell hinges fixed to the frame 

with 5mm clear glass complete as per 

manufacture specification and direction of 

Engineer in charge.(Extruded section 

profile HS3 WHITE :MAKE : FENESTA). 27.72 Each Sqm 7531.40 208770.41 

30 Providing & fittiing up of fixed ventilator 

using OEL aluminum anodized section 

No.9210 &9207 as single groov and double 

groov respectively as horizontal &vertical 

member and OEL section 4660 as Tapered 

clip for fixing up of 5mm thick black glass 

and jointing angle No.1855 etc completye 

as per direction of Engg. in charge. 20.62 One Kg 378.30 7800.55 

31 Providing, fittiing & placing of 5mm thick 

glass in fixed ventilator including cost, 

royalties and taxes of all Materials, cost of 

all Labour, T&P, etc. required for the work 


4.03 Each Sqm 676.90 2727.91 

32 Supplying ,fitting and fixing of Karakum 

Brick tile of Eurocon make of size 

102mmx102mm in exterior walls of 

approved make cofirming to IS:13755 laid 

on 12mm thick cement mortar (1:3) and 

filling joints with white cement of 

approved quality including cost of all 

materials ,labour ,T & P etc required for 

51 

CONTRACTOR 


the work all complete as per direction of 

E-I-C. (MAKE: EUROCON TILES:Karakum) 



33 Supplying ,fitting and fixing Cordoba tile 

of Eurocon make of size 152mmx152mm on 

planter box wall of approved make for 

decorative purpose cofirming to IS:13755 

laid on 12mm thick cement mortar (1:3) and 





E-I-C. (MAKE: EUROCON TILES:Cordoba) 1.96 Each Sqm 828.40 1623.66 

34 Providing 25mm thick Eurocon make 

AVANTE floor tile on roof terrace of 

approved quality, colour and size in in all 

floors at all height on 25mm thick bed of 

cement mortar of mix (1:1) laid in proper 

slope and gradient with screened and 

washed sharp sand for mortar and grouted 

with neat white cement slurry joining the 

tile with neat white cement slurry mixed 

with required quantities of pigments of 


the tile if required watering and curing 

for 21 days, including cost, conveyance, 






and direction of Engineer-in-charge. 85.11 Each Sqm 892.30 75943.65 

35 Supplying, fitting and fixing of M.S grills, 

grill gates with top and bottom rails, steel 

windows, steel doors, steel frames for 

doors and windows, staircase and parapet 

railing ( as per I.S. specification and as per 

approved drawings ) in proper position in all 

floors and at all height including making 

holes to brick walls/ R.C.C structure/wood 

work etc. and making good to the damaged 

walls/ structures with cement concrete 

(1:2:4) with black hard crusher broken 

granite stone chips of 12mm to 20mm size 

( 20mm size not to exceeds 25% ) including 618.75 One Kg 59.87 37044.56 

52 

CONTRACTOR 


watering and curing etc. complete in all 

respect as directed by the Engineer in 

charge ( W.I. / M.S. windows grills, grill 

gates, collapsible gates with top and 

bottom rails, steel windows, steel doors, 

steel frames for doors and windows, 

staircase and parapet railings square bar 

along with required nos. of nails and screws 

and other required materials of approved 

quality and approved size shall be supplied 

by the contractor at his own cost.) 

36 Labour charges for fitting fixing of MS 

grill in position including all cost of 

material all taxes as per direction of the 

Engineer-in-charge. 23.00 Each Sqm 70.10 1612.30 

37 Supplying, fitting and fixing of ,surface 

Polished Granite Slab for resting wash 

basin along with kitchen slab which is 

durable and made of environmentally safe 

material by using four sided piece of 

granite stone as a broad and 

thick.Resistant to corrosion, scratches, 

and heat,having designed size which is 

much larger than a tile etc. over RCC slab 

for the work all complete as per direction 

of Engineer-in-Charge. 9.12 Each Sqm 1441.90 13150.13 

38 Supplying, fitting and fixing of Stainless 

steel of 304 grade in hand railing using 

50mm dia of 2mm thick circular pipe with 

balustrade of size 32mm x 32mm x 2mm @ 

0.90mtr. C/C and stainless square pipe 

bracing of size 32mm x 32mm x 2mm in 3 

rows in stair case as per approved design 

and specification, buffing, polishing etc. 

with cost, conveyance, taxes of all 

materials, T & P etc. required for the 


Engineer-in-charge. 93.09 One Kg 306.60 28541.39 

39 Dismantling and removing doors, windows & 

ventilators including stacking the useful 

materials for reuse and removing the 

derrises with all lead and lift complete as 

per direction of Engineer-in-charge. 12.74 Each Sqm 145.80 1857.49 

40 Dismantling and removing cement plaster 

from walls including racking out joints 

12mm deep including stacking the useful 494.32 Each Sqm 18.20 8996.62 

53 

CONTRACTOR 



debris within 50m lead including cost of all 

labour, T & P, sundries, scaffolding 

required for the work etc. complete in all 


41 Dismantling and removing marble chips 

flooring including stacking the useful 


debris within 50m lead including cost of all 

labour, T & P, sundries, scaffolding 



107.91 Each Sqm 41.10 4435.10 

PH 

42 Providing and installing vitreous China 

Orissa Pattern water closet pan of size 

580x440mm of Hindware make catalouge 

no 20076 with integral type foot rest and 

100 mm PVC P trap, with 10 lit capasity low 

level flushing cistern of hindware catalouge 

no 21001 or equivalent of Parryware / 

Jaquar make, MS brackets, 450mm long 

connection pipe having cat no ALD 803B or 

equivalent of Parryware / Hindware make, 

32 mm diameter flush pipe with fittings 

and clamps, overflow arrangements with 

specials and mosquitoes coupling of 

apprived municipal design including 

painting of fittings and brackets,cuttings 

and making good the walls and floors 

whereever required etc complete as per 

direction of Engineer-in-charge. 6 Each No 4881.20 29287.20 

43 Supplying all materials,labours,T&P and 

fixing the extended wall mounted vitreous 

china wash down European one piece water 

closet with P/S trap of Hindware make 

having cat no 20058 of Studio or 

equivalent of Parryware / Jaquar make and 

cistern of cat no 21028 or equivalent of 

Parryware / Jaquar make and 450mm long 

connection pipe having cat no ALD 803B or 

equivalent of Parryware / Hindware make 

to the floor with wooden plug and 

chromium plated pedestal screws including 

jointing the trap with soil pipe in cement 8 Each No 9231.90 73855.20 

54 

CONTRACTOR 


mortar (1:1) fixing plastic seat and cover 

for wash down water closet with chromium 

plated brass hinges and rubber buffers 

including polishing etc all complete as per 


44 Providing and fixing 49cm dia counter top 

wash hand basin of Hind Ware make having 

cat no 10052 of Round starlet or equivalent 

of Parryware / Jaquar make with a pair of 

CI bracket, 32mm dia CP bottle trap of 

Jaquar cat no ALD 769, connection pipe 

with CP nut 450mm long of cat no ALD 

803B, 15mm dia pillar cock Jaquar make 

having cat no-KUB-35001 or equivalent of 

Parryware / Hindware including cutting 

walls and making good the damages in CC 

(1:2:4) as per specification all complete 

including cost of all materials as per PH 

specification and direction of the 

Engineer-in-charge. 11 Each No 5731.10 63042.10 

45 Supply of all materials, labour, T&P , fitting 

and fixing in all floors fixed type beveled 

plate glass mirror of size 600mm x 

450mm size thick best Indian make ,supply 

of 13mm thick asbestos backing and CP 

Brass screw including cost conveyance, 

taxes of all materials complete as per 

specification and direction of Engineer-incharge(Make 

Parryware C8613 reflextion 

type) 11 Each No 1839.80 20237.80 

46 Providing and fixing C.P. Glass shelf 

Continental Cat. No.-1171N(JAQUAR make 

) with Glass of size 22” x 5” fixed to wall 

including cutting the wall and making good 

the damages, including cost of all materials 

complete as per PH specification and 

direction of Engineering-in-charge. 11 Each No 1227.60 13503.60 

47 Supplying all materials, labour, T&P and 

fixing standard sized CP towel rail -Single 

Towel Rail 600mm Long (JAQUAR ,Cat.No 

ACN-1121N)complete including cutting the 

wall and making good the damages, 

including cost of all materials complete as 

per PH specification and direction of 

Engineering-in-charge. 11 Each No 916.50 10081.50 

55 

CONTRACTOR 



fixing standard sized CP Soap dispenser 

Glass Bottle (JAQUAR Cat. AKB 

No.:35735) complete including cutting the 






fixing standard sized CP Soap holder 

(Jaquar(AKB-35731)) complete including 

cutting the wall and making good the 

damages, including cost of all materials 




fixing standard sized CP Shower 

(JAQUAR Cat. No.1999) complete including 

cutting the wall and making good the 

damages, including cost of all materials 




fixing standard sized grab bar (JAQUAR 

Cat. No.15101) complete including cutting 

the wall and making good the damages, 





fixing standard sized Toilet Roll Holder 

with Flap (JAQUAR ,Continental, Cat.No- 

ACN1155N) complete including cutting the 






fitting and fixing 110mm dia U-PVC SWR 

soil waste ventilating pipes and fittings to 

walls with nails, bobbins and wooden plugs 

or laying in trenches including earthwork in 

excavation in all kinds of soil and refilling 

of trenches as per specification and 

direction of the engineer in charge 5.00 Each Rm 278.40 1392.00 

53 Providing and fixing 110mm dia PVC door 10 Each No 149.75 1497.50 

56 

CONTRACTOR 


end of required degree with access door, 

insertion rubber washer 3mm thick, bolts 

and nuts complete as per specification and 

direction of the engineer in charge 

54 Providing and fixing 110mm dia PVC plain 

bend of required degree with access door, 

insertion rubber washer 3mm thick, bolts 

and nuts complete as per specification and 

direction of the engineer in charge 10 Each No 119.40 1194.00 

55 Providing & fixing 110mm dia PVC heel rest 

sanitary bends: 5 Each No 106.10 530.50 

56 Providing & fixing 110mm dia PVC SWR 

Door tee 10 Each No 194.45 1944.50 

57 Providing & fixing 110mm dia PVC SWR 

cross tee 5 Each No 247.30 1236.50 

58 Providing & fixing 110mm dia PVC SWR cowl 5 Each No 28.15 140.75 

59 Providing and fixing circular type stainless 

steel jalli (grating) with hole for floor 

/nahani trap etc complete as per 

specification and direction of the engineer 

in charge 14 Each No 104.00 1456.00 

60 Providing & fixing sand cast iron trap of 

110mm dia inlet and 110mm dia outlet of 

self cleaning design with sand cast iron 

screwed down or hinged grating with or 

without vent arm complete, including cost 

of cutting and making good the walls and 

floors etc complete as per direction of 


61 Supplying all materials,labours,T&P and 

providing and fixing to wall or ceiling and 

floor PVC pipes conforming to ASTM-D- 

1785/89 (Sch-80) and pipe fittings of the 

following nominal bore with clamps 

including making good the wall,ceiling and 

floor all complete as per specification and 

direction of the Engineer-in-charge. 

a)15 mm dia PVC ASTM pipe (sch-80) 25.00 Each Rm 88.40 2210.00 

b)20 mm dia PVC ASTM pipe (sch-80) 35.00 Each Rm 111.40 3899.00 

c)25 mm dia PVC ASTM pipe (sch-80) 45.00 Each Rm 148.20 6669.00 

d)75 mm dia PVC ASTM pipe (sch-80) 40.00 Each Rm 168.90 6756.00 


fixing standard sized 15mm CP Long body 

Bib cock(JAQUAR ,LYR Cat. No. - 38037) 

complete including cutting the wall and 

making good the damages, including cost of 9 Each No 1226.20 11035.80 

57 

CONTRACTOR 


all materials complete as per PH 

specification and direction of Engineeringin-charge. 


fixing standard sized in all basins 15mm CP 

pillar cock with extension body (JAQUAR 

,LYR Cat. No. - ARI-39011) complete 

including cutting the wall and making good 

the damages, including cost of all materials 




fixing standard sized 15mm dia Angular 

Stop cock (JAQUAR,Cat. No.-051) 

complete including cutting the wall and 

making good the damages, including cost of 

all materials complete as per PH 

specification and direction of Engineeringin-charge. 

6 Each No 923.20 5539.20 

65 Providing and fixing 25mm nominal bore 

brass fullyway valve with C.I. wheel of 

approved quality (screwed end) with supply 

of all jointing materials complete as per 


6 Each No 577.00 3462.00 

66 Supplying all materials of cubicle rest 

rooms of size 6'6"X6'6" / 4'0"X5'2" , 

12mm thickness of compacted laminated 

board with 600mm door size and overall 

height of cubicles is 2003 mm (including a 

gap of 150 mm from the ground) Standard 

Besco Accessories Details (Per Cubicle 

Unit).Accessories: SS Top Rail (Epoxy 

Powder Coated Aluminium in SS mill finish), 

SS 304 Grade coat hook , SS Gravity 

Hinges (Stainless Steel Grade 304 with 

Satin Finish),SS Latch cum Occupancy 

Indicator (Stainless Steel Grade 304 with 

Satin Finish),6063 micron Aluminum “U” 

Channel,SS Palm Design Adjustable Foot 

(Stainless Steel Grade 304 with Satin 

Finish), SS Screws & Inserts (Stainless 

Steel Grade 304 with Satin Finish), Epoxy 

powder coated Aluminium door stopper 

channel as per site requirement and 

direction of Engineer-in-chrage. 6 Each No 28598.29 171589.74 

58 

CONTRACTOR 


67 Supplying all materials,labour,T&P and 

fixing Rotational moulded polyethylene 

syndical vertical water storage tanks of 

2000 ltr capacity confirming to IS:12701- 

1996 including cutting holes through the 

tank and fixing mild steel tubes and 

fittings and providing extra sockets and 

jam nuts, fixing ball valve etc, including 

hoisting up to a height of 5 mtr above 

ground level and placing the tank to the 

required position including conveyance of 

all materials to worksite etc all complete 



68 Providing, laying cement concrete 1:4:8 (1 

cement : 4 fine sand : 8 graded stone 

aggregate 40 mm nominal size) bedding for 

100mm dia PVC pipes and necessary 

formwork and curing complete as per 


40.00 Each Rm 155.90 6236.00 

69 Supplying all materials, labours, T&P and 

constructing gully trap chamber of 

250mmx250mm inside size with 8cm thick 

RCC precast cover slab in cement concrete 

(1:2:4) mix using 12mm size hg chips, 

foundation concrete (1:4:8) using 40mm 

size hard granite metal on bed and around 

trap, KB brickwork in cement mortar (1:6) 

in F&P and inside 12mm thick cement 

plaster in cement mortar (1:3) finished 

with a floating coat of neat cement 

including fixing 100mmx100mm size HCI 

gully trap,150mm x150mm size CI grating 

etc all complete as per approved drawing, 

PH specification and direction of Engineerin-charge. 

5 Each No 940.20 4701.00 


constructing inspection chamber of 

760mmx760mmx460mm inside size with 

cement concrete (1:3:6) mix using 40mm 

size hg metal on bed,1st class KB brickwork 

in cement mortar (1:6),moulding and 

shaping the channel inside and benching 

with cement concrete (1:2:4) using 12mm 

size hg chips,12mm thick cement plaster in 4 Each No 4807.10 19228.40 

59 

CONTRACTOR 


cement mortar (1:3) with punning to inside, 

cement flush pointing (1:3) to outside, RCC 

cover slab in (1:2:4)using 12mm size hg 

chips with RCC man hole cover, earthwork 

in excavation in all kinds of soil and 

refilling the cavity around the chamber 

including watering curing conveyance of all 

materials to worksite, payment of royalty, 

taxes etc all complete as per approved 



constructing 1.22m dia and 2.1m depth soak 

way pit with precast RCC rings joined 

loose, gravel backing in the rear of well 

staining, precast RCC cover slab in cement 

concrete (1:2:4) using 12mm size hg chips 

fitted with iron lifting handles including 

cutting hole in the rings for inlet pipe, 

earthwork in open well excavation in all 

kinds of soil and refilling of cavity around 

the pit & painting the iron works, watering, 

curing, conveyance of all materials to 

worksite, payment of royalty, taxes etc all 

complete as per approved specification and 



cutting holes through existing brickwork 

including making good the damages in 

cement mortar (1:4) for taking GI pipes 

and fittings/PVC pipes and fittings etc all 



73 Earthwork in excavation of foundation 

trenches in ordinary soil including moorum 

stoney earth and earth mixed with 

boulders except sheet rock and boulders 

requiring blasting including dressing of 

sides and leveling the bed up to the 

required depth and depositing the 

excavated materials away from the work 

site with all leads and lifts, including 

shoring, shuttering and dewatering (if 

required) with cost of labour, hire & 

running charges of water pumps sundries & 

T&P required for the work complete as 12.82 Each cum 87.60 1123.03 

60 

CONTRACTOR 


directed by the Engineer-in-charge. 


















quality from approved quarry, washed and 












direction of Engineer-in-charge. 0.68 Each cum 3701.20 2516.82 




with 12 mm. Size black hard crusher 

broken granite stone metal and screened 

and washed sharp sand for mortar of 

approved quality from approved quarry, 

washed and cleaned including hoisting, 

lowering, laying concrete, ramming, 

watering and curing etc. complete to 

required levels laid in layers not exceeding 

15 cm thick in each layer including cost, 


and taxes all materials and cost all labours, 

sundries, T & P required for the work 1.56 Each cum 4854.20 7572.55 

61 

CONTRACTOR 


including shoring, shuttering and 

dewatering if required including hire & 

running charges of water pump complete as 

per specification and direction of 


77 First class K.B. brick work in cement 

mortar (1:6) with best quality bricks having 

crushing strength from 75kg/cm 2 to 

99kg/cm 2 , immersing the bricks in water 

for not less than 6 hours before use (the 

bricks shall be well burnt, free from 

cracks, well shaped, uniform in size and 

shall produce a clear metallic ringing sound 

when struck) includes moulding, 

chamfering, corbelling etc. complete as per 

drawing, design and specification, watering 

and curing for 7 days including cost, 

conveyance, royalty and taxes of all 

materials, labour, T&P etc. and as per 

direction of Engineer-in-charge, for the 

foundation and plinth. 5.76 Each cum 3340.60 19241.86 



grade in Roof Slab as per approved 

designs and drawings having a minimum 

compressive strength (in work test) 200 

Kg. / Square cm. in 15 cm. cubes at 28 days 

after mixing and test conducted in 

accordance with I.S. 516 using 12 mm. to 

20 mm. size black hard crushed broken 

granite stone chips and screened and 



cleaned ( 20mm. size chips not to exceeds 

25 % ) to be mixed in concrete mixture 

with Portland slag cement (PSC) including 

hoisting, lowering, laying and compaction 

concrete by using vibrators, watering and 

curing for 28 days, centering and 

shuttering then after dismantling and 

removing debris from the work site and 

finishing the exposed surface smooth 

providing grooves or beads wherever 

necessary including cost, conveyance, 


materials and cost of all labours, sundries, 0.61 Each cum 7327.00 4469.47 

62 

CONTRACTOR 


T & P required of the work etc. complete in 


Charge. But excluding cost and conveyance 

of M.S. rods or Tor steel and binding wires 

and labour charges for straightening, 

cutting, bending etc. of M.S. rods or tor 

steel tying the grills and placing in proper 

position. 

79 Providing 12mm. thick cement plaster with 

cement mortar of mix (1:6) in all floors 

with Portland slag cement (PSC) with neat 

cement punning complete including 

watering and curing along with the cost, 

conveyance, loading and unloading, royalties 


labours, sundries, T&P and scaffolding 


respect as directed by the Engineer–in- 

Charge. 16.17 Each Sqm 84.70 1369.60 














Charge 23.13 Each Sqm 115.90 2680.77 

81 Providing 50mm thick baffle wall in RCC 

M-20 as per design and drawing including 

required reinforcement and centering and 

shuttering complete including cost 

conveyance, taxes of all materials, labour, 

T & P, loading and unloading etc. complete 


Engineer-in-charge 2.00 Each Sqm 210.00 420.00 

82 Providing 20mm OMS step iron as per 

design and drawing complete including cost 

conveyance, taxes of all materials, labour, 

T & P, loading and unloading etc. complete 

as per specification and direction of 5 Each No 91.00 455.00 

63 

CONTRACTOR 



83 Providing fitting and fixing 100mm (4") dia 

HCI vent pipe of 1.0mt length with cowl 

complete including cost conveyance, taxes 

of all materials, labour, T & P, loading and 

unloading etc. Complete as per 


1 Each No 217.60 217.60 






















borne by the contractor at his own cost 0.49 Each qtl 6031.10 2955.24 

E.I WORKS 

85 Recessed wiring to light/Wall fan point / 

Exhaust fan point with 1.5 sq.mm FR PVC 

insulated single core multistrand copper 

conductor of ISI marked with 20 mm dia 

non-metallic PVC flexible conduit with S.P. 

5 / 6 amps, one way modular switch, ISI 

marked type switch, Modular base & cover 

for 1 module, Modular G.I. box for 2 

module 18 SWG ISI marked and ceiling 

rose ISI marked mounted on MS box 

having front Bakelite cover of suitable size 

, MS box with 1.5 sq.mm FR PVC insulated 

single core multistrand copper conductor 

as earth wire including all accessories and 

connection as per direction of Engineer in 

64 

CONTRACTOR 


Charge. ( Make of wire Finolex/ L&T / 

Anchor / Havels / V Guard ) 

Group - A 20 Each No 497.56 9951.20 

Group - B 10 Each No 621.72 6217.20 

Group - C 10 Each No 802.70 8027.00 

86 Recessed wiring to ceiling fan point point 

with 1.5 sq.mm FR PVC insulated single core 

multistrand copper conductor of ISI 

marked with 20 mm dia non-metallic PVC 

flexible conduit with S.P. 5 / 6 amps, one 

way modular switch, ISI marked type 

switch, Modular base & cover for 1 module, 

Modular G.I. box for 2 module 18 SWG ISI 

marked and ceiling rose ISI marked 

mounted on MS box having front Bakelite 

cover of suitable size , MS box with 1.5 

sq.mm FR PVC insulated single core 

multistrand copper conductor as earth wire 

including all accessories and connection as 

per direction of Engineer in Charge. ( Make 

of wire Finolex/ L&T / Anchor / Havels / V 

Guard ) 

Group - B 20 Each No 951.50 19030.00 

87 Point wiring for 5 / 6 amp modular socket 

outlet with 2 x 1.5 sq.mm FR PVC insulated 

single core multistrand copper conductor 

of ISI marked in recess 20 mm dia nonmetallic 

PVC flexible conduit with modular 

type switch ,phenolic laminated sheet 

suitable size ISI marked MS box and 

earthing point with 1 x 1.5 sq.mm FR PVC 

insulated single core multistrand copper 

conductor for loop earthing etc. as 

required. (Make of wire Finolex /L&T / 

Anchor / Havels / V Guard ) 10 Each No 689.70 6897.00 

88 Supplying and fixing of 5A plug in Madular 

type box ,cover, Switch & Socket etc as 

required. (Make Finolex /L&T / Anchor / 

Havels / V Guard ) 10 Each No 484.00 4840.00 

89 Supplying and fixing of metal box of power 

point on surface or in recess with suitable 

size of phenolic laminated sheet cover in 

front including providing and fixing 3pin 15 

/ 16 amps socket outlet and 15 / 16 amps 

modulr type switch, connection, painting 

etc as required. (Make Finolex /L&T / 6 Each No 653.00 3918.00 

65 

CONTRACTOR 


Anchor / Havels / V Guard ) 

90 Supplying and fixing of 3 pin 15 / 16 amps 

modular socket on surface or in recess 

with 2 Madul Modular metal box with cover 

in front including providing and fixing , 

connection etc as required (Make Finolex 

/L&T / Anchor / Havels / V Guard ) 10 Each No 435.40 4354.00 

91 Supplying and fixing of 32 A D.P modular 

switch on surface or in recess with 2 

Madul Madular metal box with cover in 

front including providing and fixing , 

connection etc as required(Make Finolex 


92 Supplying and fixing of Foot lamp with 4 

Madul Madular metal box with cover in 




93 Supplying and fixing of modular Buzzer 

switch on surface or in recess with 2 

Madul Modular metal box with cover in 




94 Supplying and fixing of Tv socket out let 

with 2 Madul Modular metal box with cover 

of including providing and fixing 

connection, etc as required. (Make Finolex 


95 Supplying and fixing of Telephone socket 

out let with 2 Madul Madular metal box 

with cover of including providing and 

fixing connection, etc as required. (Make 

Finolex /L&T / Anchor / Havels / V Guard ) 4 Each No 324.35 1297.40 

96 Supplying and fixing of Return bell make 

Max with Indicating Lamp including 

providing and fixing connection, etc as 

required. (Make Finolex /L&T / Anchor / 

Havels / V Guard ) 10 Each No 260.00 2600.00 

97 Recessed wiring to call bell point with 

1.5 sq.mm FR PVC insulated single core 


marked with 20 mm dia non-metallic PVC 

flexible conduit with S.P. 5 / 6 amps, one 

way modular switch, ISI marked type 

switch, Modular base & cover for 1 module, 6 Each No 652.00 3912.00 

66 

CONTRACTOR 


Modular G.I. box for 2 module 18 SWG ISI 

marked and ceiling rose ISI marked 

mounted on MS box having front 

bakelitecover of suitable size , MS box 

with 1.5 sq.mm FR PVC insulated single core 

multistrand copper conductor asearth wire 

including all accesories and connection as 

per direction of Engineer in Charge. ( Make 

of wire Finolex/ L&T / Anchor / Havels / V 

Guard )FOR-GROUP-B 

98 Recessed wiring to sub-main with 2 x 2.5 +1 

x 1 sq.mm FR PVC insulated single core 


marked run inside 20 mm dia non-metallic 

PVC flexible conduit as required. ( Make of 

wire Finolex/ L&T / Anchor / Havels / V 

Guard ) 280.00 Each Mtr 122.70 34356.00 

99 Recessed wiring to submain with 2 x 4 +1 x 



marked run inside 20 mm dia non-metalic 



Guard ) 250.00 Each Mtr 134.25 33562.50 

100 Recessed wiring to submain with 2 x 6 +1 x 






Guard ) 120.00 Each Mtr 170.15 20418.00 

101 Recessed wiring to submain with 4 x 6 

+1x2.5 sq.mm FR PVC insulated single core 





Guard ) 80.00 Each Mtr 270.24 21619.20 

102 Supply, Installation, Testing, and 

Commissioning of 400 mm swing wall fan 

etc complete.(Havells Platina) 2 Each No 2520.00 5040.00 

103 Supply and installation of ceiling fan 

Fusion metallic 1200mm of Havells make 

including providing and fixing connection, 

etc as required. 15 Each No 2601.00 39015.00 

104 Supply and installation of plastic Body 6 Each No 1793.75 10762.50 

67 

CONTRACTOR 


exhaust fan Ventil air - DX 250mm of 

Havells make including providing and fixing 

connection, etc as required 

105 Supplying, fitting & fixing of 23 W. CFL 

including cost of all material, labour, T&P, 

etc complete. (Make : Phillips / equivalent) 20 Each No 264.00 5280.00 

106 Supplying, installation, testing & 

commissioning of Decorative Mirror light 

fixture including cost of all material, 

labour, T&P, etc complete.(Make : Phillips / 

equivalent). 20 Each No 744.54 14890.80 

107 Recessed Mounted vertical down-lighter 

retrofit suitable for 1x18W CFL (Havells) 

including providing and fixing connection, 

etc as required. 10 Each No 808.00 8080.00 

108 Supplying and fixing of Call Bell / Buzzer 

ISI marked suitable for DC /AC single 

phase 230 volts complete as required. 

including cost of all material, labour, T&P, 

etc complete (Make : Phillips / equivalent). 2 Each No 105.00 210.00 

109 Supply & Fixing of 1 x 28 watt T5 4' long 

fluorescent tube light fitting on wall 

surface complete with 1 no of 28 watt T5 

tube of approved make complete with all 

other necessary fixing materials including 

termination and labour (Make : Phillips / 

equivalent) 10 Each No 778.53 7785.30 

110 Supply and installation of TV cable RG-6 

grade, 0.7 mm solid copper conductor PE 

insulated shielded with fine tined copper 

braid and protected with FR PVC sheath 

run inside the existing conduits including 

cost, conveyance, loading, unloading, and 

taxes of all materials, cost of all labour 

and T & P etc. required for the work etc. 

complete as per specification and direction 

ofEngineering-in-charge/Consultant. 

(Make : Phillips / equivalent) 120.00 Each Mtr 21.55 2586.00 

111 Supplying and drawing 2 pair, 0.5 sq.mm FR 

PVC insulated copper conductor, unarmored 

telephone cable in existing surface / 

recessed steel / PVC conduit as required 


unloading, and taxes of all materials, cost 

of all labour and T & P etc. required for 

the work etc. complete as per specification 120.00 Each Mtr 20.28 2433.60 

68 

CONTRACTOR 


and direction of Engineering-incharge/Consultant.( 

Make of wire Finolex/ 

L&T / Anchor / Havels / V Guard .) 

112 Supplying and fixing of 20 mm dia flexible 

PVC conduit sizes of PVC conduit along with 

accessories in recessed wiring including 

cutting the wall and making good the same 

in case of recessed conduit as required 


unloading, and taxes of all materials, cost 

of all labour and T & P etc. required for 

the work etc. complete as per specification 

and direction of Engineering-incharge/Consultant 

( Make of wire Finolex/ 

L&T / Anchor / Havels / V Guard ) 120.00 Each Mtr 40.00 4800.00 

113 Supply, delivery, installation, testing & 

commissioning of indoor wall mounted type 

telephone distribution box having following 

number of junctions made out of 1.6mm 

thick CR sheet steel duly primered & 

painted with enamel paint having hinged 

front door, testing facility having provision 

for cable / conduit entry complete as per 


Junction box suitable for 20 pair 

telephone cable termination of approved 

quality. 1 Each No 354.00 354.00 

114 Supply, delivery, laying and testing of 

following sizes of PVC insulated jelly filled 

armoured telephone cable of approved 

quality laid on surface of wall/ column/ 

roof/ partitions of the building or inside 

prelaid conduit/ hume pipes/ GI pipes, as 

the case may be, complete as required and 

as per direction of Engineer-in-charge. 

20/0.5 Pair 30.00 Each Rm 105.00 3150.00 

115 Supply and laying of following size rigid 

PVC conduit pipe (medium ) approved 

quality through floor / wall / partition with 

GI spacer clamps or as directed. Rate to 

include for accessories - bends, sockets 

Tee's etc. 

25 mm dia 80.00 Each Rm 42.00 3360.00 

116 Supply and fixing of 4way TPN double door 

Distribution box with 63A TPN MCB 1nos 

10/25/32 A SP MCB - 12 No etc complete 1 Each No . 5750.00 5750.00 

69 

CONTRACTOR 


Supply and fixing of 6 way TPN double 

door Distribution box with 100A TPN MCB 

1nos 10/25/32 A SP MCB - 15 No etc(all 

materials are to be used of approved 

quality) complete as directed by Engg-incharge. 

1 Each No . 8163.00 8163.00 

117 Providing and making earth pits including 

the cost of 2mm thick 2.5 mtr. long 50 mm 

dia pipe, CI funnel with wire mesh charcoal, 

salt, all earth work, masonry enclosure with 

CI frame & 300 mm x 300 mm cover plate 

having locking arrangement complete as per 

IS 3043:1987 for LT Panel. 2 Each No 3000.00 6000.00 

118 Supplying and laying of the following 

earthing clamped to wall with suitable 

clamps saddles and fixing bolts/ in ground 

including the cost of digging and back 

filling with sand and brick protection as 

required and complete as required to 

comply with IS 3043:1987 

19 mm x 3 mm GI strip 40.00 Each Mtr 79.50 3180.00 

119 Supply and laying of 3.5core 35 sqmm 

armoured aluminum cable of approved 

quality etc complete as directed by Enggin- 

charge. 60.00 Each Mtr 351.30 21078.00 

120 Supply and laying of 2core 10 sqmm 

armored alluminium cable etc complete as 

directed by Engg-in- charge. 60.00 Each Mtr 202.00 12120.00 

121 Supply , Installation, testing & 

commissioning of the following indoor wall 

mounted type L.T Distribution panel board 

of 415V , 50Hz. Power supply made out of 

1.6mm thick CRCA steel duly de rusted & 

painted with two coats of light grey & 

enamel paint of approved shade over a coat 

of primer, dust, damp & vermin proof, 

cubicle fixed on M.S angle channel base, 

having compartmental arrangement for 

each equipment and suitable size of 

Aluminium bus bar having provision for 

cable entry at bottom, providing Earthing 

point to terminate 19mm x 3mm G.I flat, 

Nomenclature plate, Enameled danger 

board, earthing studs as per specification 

mentioned below duly factory wired 

confirming to the relevant ISS. 

70 

CONTRACTOR 


One no of 125 Amp 25kA 4P MCCB. 

1 set of 3 ph. 25 x 6 mm size cu. Bus bar 

(200A) 

One no of 63Amp 4P Change over. 

1 set of 3 ph. 25 x 6 mm size cu. Bus bar 

(100A) 

3 nos. of 100 Amp TPN SDF. 

3 nos. of 40 Amp TPN SDF. 

4 nos. of 32 Amp DP MCB. 

The panel board should contain Toggle 

switch, 3 ph.(R,Y,B) Indicator, Voltmeter 

(0-500v), Ammeter (0-100A) with Selector 

Switch & 3 nos. of 100/5 A CT of 

approved make should be fixed in wall at a 

suitable place along with other necessary 

materials and labour. 1 Each No 45000.00 45000.00 

PATH WAY 

122 Earthwork in excavation in Hard soil or 

Gravelly soil including dressing of sides and 

leveling the bed up to the required depth 

and depositing the excavated materials 

away from the work site with all leads and 

lifts, including shoring, shuttering and 

dewatering (if required) with cost of 

labour, hire & running charges of water 

pumps sundries & T&P required for the 

work complete as directed by the 

Engineer-in-charge. 50.99 Each cum 87.60 4466.72 


















quality from approved quarry, washed and 21.50 Each cum 3250.20 69879.30 

71 

CONTRACTOR 

















with 12 mm Size black hard crusher broken 

granite stone chips and screened and 














direction of Engineer-in-charge. 7.45 Each cum 4854.20 36163.79 

126 Supplying ,fitting and fixing Ebro Floor tile 

of size 102mmx102mm in floor of 

approved make confirming to IS:13755 laid 

on 20mm thick cement mortar (1:1) and 





E-I-C. (MAKE: EUROCON 

TILES,Ebro_Colour code SGY/DGY) 201.72 Each Sqm 892.30 179994.76 

127 Supplying, fitting and fixing of monolithic 

stone benches made of up Khandolite 

Stone as per approved drawing & design 

which is fully furnished & shaped at all 

heights as per the design including cost, 8 Each No 65200.00 521600.00 

72 

CONTRACTOR 


conveyance, loading and unloading, royalty 


labour, sundries and T&P, etc. required for 

the work complete as per direction of 


PARKING 

128 Earthwork in excavation in Hard soil 







































pump complete as per specification and 1.26 Each cum 3701.20 4663.51 

73 

CONTRACTOR 






with 12 mm. Size black hard crusher 

broken granite stone metal and screened 

and washed sharp sand for mortar of 

approved quality from approved quarry, 

washed and cleaned including hoisting, 

lowering, laying concrete, ramming, 

watering and curing etc. complete to 

required levels laid in layers not exceeding 

15 cm thick in each layer including cost, 


and taxes all materials and cost all labours, 

sundries, T & P required for the work 

including shoring, shuttering and 

dewatering if required including hire & 

running charges of water pump complete as 

per specification and direction of 


132 Construction of granular sub-base by 

providing Close graded Granular subbase 

Grading-III material as per table 400-1, 

spreading in uniform layers with motor 

grader on prepared surface, mixing by mix 

in place method with rotavator at OMC, 

and compacting with vibratory roller to 

achieve the desired density complete as 

per Clause 401 of MoSRT&H Specifications 

for Road & Bridge works (4th Revision) 111.03 Each cum 1005.20 111607.36 

133 Providing, conveying from stacks and 

spreading IRC Grade-II metal conforming 

to sieve analysis as per MORTH 

specification uniform for a compacted 

thickness of 0.075m and hand packing to 

proper camber and slope , filling the 

intersection properly with approved quality 

of quarry dust of approved P.I. value by 

spreading the same (to the specified 

quantity 25% over each layer) over the 

surface proper watering and consolidation 

with PRR including hire and running charges 

of PRR along with the cost and conveyance 

of required water including the cost 

conveyance, royalities and taxes of all 55.52 Each cum 1391.70 77267.18 

74 

CONTRACTOR 


materials, cost of labour, sundries T & P 

etc. required for the work to complete in 

all respect as per specification and 

direction of the Engineer-in-charge. 

134 Providing, conveying from stacks and 

spreading IRC Grade-III metal 

conforming to sieve analysis as per MORTH 

specification uniform for a compacted 

thickness of 0.075m and hand packing to 

proper camber and slope , filling the 

intersection properly with approved quality 

of quarry dust of approved P.I. value by 

spreading the same (to the specified 

quantity 25% over each layer) over the 

surface proper watering and consolidation 

with PRR including hire and running charges 

of PRR along with the cost and conveyance 

of required water including the cost 

conveyance, royalities and taxes of all 

materials, cost of labour, sundries T & P 

etc. required for the work to complete in 

all respect as per specification and 

direction of the Engineer-in-charge. 55.52 Each cum 1508.60 83757.47 

135 Providing floor tile of approved quality, 

colour and size on 25mm thick bed of 












required for the work and wax polishing 

etc. complete in all respect as per 

specification and direction of Engineer-incharge.. 

(MAKE: 

EUROCON TILES,Salamanca_Colour code 

MGN/DGN) 752.37 Each Sqm 904.60 680593.90 




and with screened and washed sharp sand 44.25 Each Sqm 115.90 5128.58 

75 

CONTRACTOR 











Charge 













Charge. 44.25 Each Sqm 76.70 3393.98 

FOOT BRIDGE 


/Gravelly soil including dressing of sides 

and leveling the bed up to the required 

depth and depositing the excavated 

materials away from the work site with all 

leads and lifts, including shoring, 

shuttering and dewatering (if required) 

with cost of labour, hire & running charges 

of water pumps sundries & T&P required 

for the work complete as directed by the 













76 

CONTRACTOR 


Providing, lifting, hoisting and laying 


Grade in different works with 12mm to 


granite chips of approved quality from 

approved quarry including mixing and 

compacting to proper shape and size, level 

and plumbs and finishing the exposed 

surfaces smooth including cost of 

scaffolding, watering and curing for the 

required period including cost of all 

materials with taxes, royalties 

transportation, loading and unloading, all 

labour, sundries, T&P including hire & 

running charges of concrete mixer and 

vibrator etc completed as per the 

direction of the Engineer-in-charge but 

excluding the cost of materials and labour 

for reinforcement bars & including the 

cost of centering and shuttering for the 

works. 12.20 Each cum 4577.10 55840.62 






















borne by the contractor at his own cost 19.43 Each qtl 6031.10 117184.27 



mix (1:6) with Portland slag cement (PSC) 56.28 Each Sqm 115.90 6522.85 

77 

CONTRACTOR 












Charge 

142 Providing 25mm thick Eurocon make 

AVANTE floor tile on roof terrace of 

approved quality, colour and size in in all 

floors at all height on 25mm thick bed of 















and direction of Engineer-in-charge. 22.30 Each Sqm 892.30 19898.29 

143 Supplying, fitting and fixing of Stainless 

steel of 304 grade in hand railing using 

50mm dia of 2mm thick circular pipe with 

balustrade of size 32mm x 32mm x 2mm @ 

0.90mtr. C/C and stainless square pipe 

bracing of size 32mm x 32mm x 2mm in 3 

rows in stair case as per approved design 

and specification, buffing, polishing etc. 

with cost, conveyance, taxes of all 

materials, T & P etc. required for the 


Engineer-in-charge. 253.26 One Kg 306.60 77649.52 

144 Supplying, laying and fixing of Pebble 

stones with mixed cement slurry to give a 

decorative touch to the cement surface 

including cost, conveyance, loading, 10.82 Each Sqm 684.40 7405.21 

78 

CONTRACTOR 


unloading, stacking,royalties and taxes of 

all Materials, cost of all Labour, T & P, 

Sundries required for the work complete in 


Charge. 

RETAINING WALL 








































pump complete as per specification and 9.05 Each cum 3250.20 29414.31 

79 

CONTRACTOR 





grade as per approved designs and 

drawings having a minimum compressive 

strength (in work test) 200 Kg. / Square 

cm. in 15 cm. cubes at 28 days after mixing 

and test conducted in accordance with I.S. 

516 using 12 mm. to 20 mm. size black hard 

crushed broken granite stone chips and 


mortar of approved quality from approved 

quarry, washed and cleaned ( 20mm. size 

chips not to exceeds 25 % ) to be mixed in 

concrete mixture with Portland slag 

cement (PSC) including hoisting, lowering, 

laying and compaction concrete by using 

vibrators, watering and curing for 28 days, 

centering and shuttering then after 

dismantling and removing debris from the 

work site and finishing the exposed 

surface smooth providing grooves or beads 

wherever necessary including cost, 



labours, sundries, T & P required of the 

work etc. complete in all respect as 

directed by the Engineer-in-Charge. But 

excluding cost and conveyance of M.S. rods 

or Tor steel and binding wires and labour 

charges for straightening, cutting, bending 

etc. of M.S. rods or tor steel tying the 

grills and placing in proper position. 

a)Wall 23.82 Each cum 7040.20 167697.56 

b)Slab 21.51 Each cum 4690.90 100901.26 











drawings including cost, conveyance, 38.00 Each qntl 6031.10 229181.80 

80 

CONTRACTOR 












borne by the contractor at his own cost 














Charge 94.39 Each Sqm 115.90 10939.80 













Charge. 94.39 EachSqm 76.70 7239.71 

LANDSCAPPING 

Planting and Maintaince for 3 years 

152 Planting. 

a)Clearing jungle growth including uprooting 

of rank vegetation, grass, brush wood, after 

marking the site with stakes, at required 

spacing.(Hill slopes) 820 Each No 3.00 2460.00 

b)Digging of pits of size 600 cm x 600 cm x 820 Each No 17.69 14505.80 

81 

CONTRACTOR 


600cm in Hard Stony soil. 0.60 x 0.60 x 

0.60 = 0.216 Cum 

c)Filling up pits with fertile garden soil/silt 

including carriage (Pit size 600 cm x 600 cm 

x 600cm) 820 Each No 42.00 34440.00 

d)Application of organic manure (600 cm x 

600 cm x 600cm) per pit including cost, 

carriage and mixing with soil. 820 Each No 35.00 28700.00 

e)Application of basal doze of chemical 

fertilizer @ 100gm of NPK and insecticide 

@ 10gm per pit including cost and 

carriage.(600 cm x 600 cm x 600cm) 820 Each No 6.00 4920.00 

f)Cost of planting including staking with 

stakes in July/Aug.(a)Upto 2.0mt height 820 Each No 4.50 3690.00 

g)Contingent expenditure including, ropes, 

stakes implements etc. 820 Each No 2.00 1640.00 

153 Tending 

a)First weeding and soil working up to a 

diameter of 1.0mt. Around the plant and 

application of chemical fertilizers during 

Aug. & Sep. 820 Each No 6.00 4920.00 

b)Second soil working, weeding and mulching 

during Oct. & Nov. 820 Each No 6.00 4920.00 

154 Watering 

a)Watering once a week with about 20 litres 

of water from 1st November till 31st March 

(22 times) 820 Each No 73.00 59860.00 

b)Watering once in 3 days from 1st April till 

15 June (26 times) 820 Each No 87.00 71340.00 

155 2nd Year Maintaince 

a)Soil working and weeding upto 0.50 mt 

radius around the plant in July-Aug 820 Each No 5.00 4100.00 

b)Application of chemical fertilizer NPK 

@100gm per plant including cost 820 Each No 3.00 2460.00 

c)Soil working and mulching during Oct-Nov. 820 Each No 5.00 4100.00 

d)Watering from 1st Feb till 15 June once a 

week with about 20litres of water 20 times 820 Each No 67.00 54940.00 

Contingent, expenditure including baskets, 

drums, implements 820 Each No 2.00 1640.00 

156 3rd Year Maintaince 

a)Tree doctoring to give a aesthetic shape 

by pruning un wieldy branches 820 Each No 3.00 2460.00 

b)Weeding and mounding 820 Each No 5.00 4100.00 

157 Carriage of saplings 2.00m ht. within 50K.M 

lead 820 Each No 10.00 8200.00 

82 

CONTRACTOR 


158 a)FOREST SPECIES ( Av. Height 2.0 Mtr 

) 

Casuarina (casuarina equisetifolia), 

Eucalyptus (Eucalyptushybrid), Teak 

(Tectona grandis) Sissoo 

(Dalbergia 

sissoo), 

Cassia (Cassia seamea), Chakunda (Samania 

saman), 

Gambhar (Gmelina arborea) 50 Each No 15.00 750.00 

b)FAST GROWING ORNAMENTAL 

SPECIES ( Av. Height 2.0 Mtr ) 

Kadamba (anthocephalus cadamba), krushna 

chuda (Delonix regia) Radhachuda 

(peltoferrum ferrugenum), Chhatian 

(Alstonea Scholaris) Akash Malli (Melligtonia 

hortensis) 50 Each No 30.00 1500.00 

c)SLOW GROWING ORNAMENTAL ( Av. 

Height 2.0 Mtr ) 

Ashok (Saraca ashoka) Nageswar ( Messua 

ferea), Patali (lagestromes floss reginae), 

Spathodea (Spathodea companulata), 

Putranjva rox burgii), Baula (Mimussops 

elengii), Bottle brush (Callistemin 

lanceolatum), Neem (Azadirchta indica), 

Karanj (plumerea alba/ rubra), Vishnuchnde 

(Jacaranda mimisfolia), Muchakunda 

(sterospermum acerifolium),Dolichandran 

(Dolichandran atrovirens),Tabebuea 

(Tabebuea wendlanda/ rasea), Ganga seuli ( 

Nyctarethes arborstris) jamun (Syzygium 

cumuni) Cassia ( Cassia noduse) Siris ( 

Albizzia lebbeck), Polash (Beaute 

monosperma), Debadaru (Polyathia 

longifolia), Aonla ( Embelica officinalis), 

Sunari (Cassia fistula), Kanchan (Bauhinia 

variegate), Bhendi (Thespesia populnea) etc. 100 Each No 45.00 4500.00 

d)UNCOMMON SPECIES(Av. Height 2.0 

Mtr ) 

Kochila (Strychnos noxvomica), Sami (Acacia 

fernesiana), Sal (Shorea robusta), Mitukinia 

(Mitragyna parviflora), Chandan (Santalum 

album), akta chandan Pterocarpu santalinus) 

Bela (Aegla marmelos), Ritha (Sapindus 

imarginatus), Arjun (Terminalia arjuna), 

Harida (Tereminalia chebula), ara (ficus 

bengalengis), Aswastha (Ficusreligiosa), 100 Each No 60.00 6000.00 

83 

CONTRACTOR 


Baruna (Cratava religiosa), Piasal 

(Pterocarpus marsupium), Mehegani 

(Swetenia mehogani), an (terminalia 

tomentosa), Phanphana (Oroxylum indicum), 

Beta (calamusrotang), Pine (Callistris 

intratropica), Ornamental Bamboes Patali 

(Sterospermum suaveolense), Ficus elastic, 

Ficusbenjamina, Ficus infectoria etc. 

e)SHRUB SPECIES ( 2 Years Old ) 

Mandar (Hibiscus rosasinensis), Tagar 

(Tabarnae montana coronaria), Kaniar ( 

Thevetia spp), karabira (Nerium oleander), 

kamini (Murray exotica) Godibana ( Caesal 

pinnea pulcherima), lxora (lxora coccinea) 100 Each No 40.00 4000.00 

f)Slow growing shrubs; Species grown 

from gooties/budding/ cutting etc.( 2 

Years Old ) 

Sugandha raj (gardenia grandiflora), Tecoma 

stans), Almond (Almonda cathertica), 

Kagajphula (Bougain villea), Mandar hybris ( 

Hibiscus rosasinensis, lxora (lxora 

singaporeansis), Broonfeltia spp.), Kunda 

(jasminum spp.), Thuja spp. Crotons, Sthala 

padma (Hibiscus spp.) TMC-Tagar, Malli ( 

jasminum sambac), Calliandra ( calliandea 

hemata cephala), Malfiga ( Malifigea 

glabra), calliandra hostuni,calliandra 

brevipes,calliandra inoquilatera,calliandra 

alba, Brya ebenus, etc. 

100 Each No 60.00 6000.00 

g)UNCOMMON SPECIES(2 Years Old ) 

i)Azalea, Chamelea, Anthurium, Hydrangea, 

Poinsettea hybrid, gloxinia, Adenum, 

Mussanda, Orchids, Ground orchid 120 Each No 150.00 18000.00 

ii)Silver OAK, washingtonia Robusta, Phoenix 

dactilifera, washingtonic Filifera 200 Each No 500.00 100000.00 

Development of Lawns 

159 Land Preparation 

a)Clearance of site, excavation of ground 

upto a depth of 30cm, removal of excavated 

materials to out side for dumping at suitable 

places. 1500.00 Each Sqm 30.00 45000.00 

b)Filling the site with good garden soil/ silt 

to a depth of 30cm including carriage and 

leveling the area. 1500.00 Each Sqm 45.00 67500.00 

c)Spreading of FYM @ 0.08m3, chemical 1500.00 Each Sqm 20.00 30000.00 

84 

CONTRACTOR 


fertilizer NPK @ 250gms, termicide 50gms 

including cost of materials of carriage 

d) Final leveling after thorough mixing of all 

materials and compacting by hand roller. 1500.00 Each Sqm 1.00 1500.00 

e) Planting with grass of required species 

depending on site 1500.00 Each Sqm 15.00 22500.00 

f) Rolling and watering 1500.00 Each Sqm 1.00 1500.00 

160 Maintenance during planting year 

a)Watering for about 8 months leaving rainy 

days 1500.00 Each Sqm 10.00 15000.00 

b)First mowing after three months and 

there after every two 

months 1500.00 Each Sqm 10.00 15000.00 

c)Weeding through out the year 1500.00 Each Sqm 10.00 15000.00 

d)Top dressing with soil, FYM, chemical 

fertilizer twice a year 

after mowing, in June and November 

including 

antifungal 

treatment. 1500.00 Each Sqm 20.00 30000.00 

e)Contingent expenditure 1500.00 Each Sqm 3.00 4500.00 

161 LAWN MAINTENANCE DURING SECOND 

YEAR 

a)Watering for about 8 months leaving rainy 

days 1500.00 Each Sqm 10.00 15000.00 

b)Weeding through out the year 1500.00 Each Sqm 5.00 7500.00 

c)Mowing once in two months 1500.00 Each Sqm 15.00 22500.00 

d)Top dressing with soil, FYM, chemical 

fertilizer, 

germicide/ 

fungicide twice a year after mowing in June 

and Nov. 1500.00 Each Sqm 25.00 37500.00 

162 Contingent expenditure 1500.00 Each Sqm 5.00 7500.00 

163 LAWN MAINTENANCE DURING THIRD 

YEAR 

b)Particulars for second year and also for 

subsequent years per annum. 1500.00 Each Sqm 60.00 90000.00 

164 Trenching in ordinary soil upto a depth of 60 

cm including removal and stacking of 

serviceable materials and then disposing of 

by spreading and neatly levelling within a 

lead of 50 m and making up the trenched 

area to proper levels by filling with earth or 

earth mixed with sludge of land manure 

before and after flooding trench with water 

(excluding the cost of imported earth, 

sludge or manure). 700.00 Each cum 12.80 8960.00 

165 Supplying, stacking & spreading of good 400.00 Each cum 209.30 83720.00 

85 

CONTRACTOR 


earth at site (Earth measured in stacks will 

be reduced by 20% for payment) with all 

lead and lift as required for the work 


166 Supplying, stacking & spreading cow dung 

manure at site (cow dung manure measured 

in stacks will be reduced by 8% for 

payment) with all lead and lift as required 

for the work complete as directed by the 


167 Providing and fixing overhead type sprinkler 

system with self closing valve type 25mm X 

20mm with self closing spring made up of 

aluminum alloy and brass fittings including 

cost of all materials, labour, T & P etc 

complete as per direction of Engineer-incharge. 

14 Each No 1000.00 14000.00 

168 Supplying all materials , labours , taxes and 

tools and plants for fitting and fixing of 

20mm dia CPVC pipes of 100% lead free and 

conforming to ASTM F442 S pecific-2 

CPVC (Make -ASTRAL/ASHIRBAD 

/Equivalent) with good quality including 

fittings and laying as per the site 

requirement etc., all complete including 

testing as per the direction and 

specification of Engineer-in-charge. 250.00 Each Rm 104.90 26225.00 

Total 9543143.5 

Say 9543000.00 

168(One hundred sixty eight items only) 

(Rupees Ninety five lakh forty three thousand only) 

The tenderer is required to quote only the percentage excess or less over the estimated 

cost here-below both in words and figures : 

86 

___________________ ( _______________________________________ ) 

(in figures) 

(in words) 

No. of Correction ………… 

No. of Overwriting……….. 

No. of Interpolation……… 

CONTRACTOR 


87 

CONTRACTOR

A Govt. of Odisha Undertaking - Orissa Tourism Development ...

Create successful ePaper yourself

Delete template?

Save as template?