A Govt. of Orissa - Orissa Tourism Development Corporation Ltd.

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ORISSA TOURISM DEVELOPMENT CORPORATION LIMITED 

(A Govt. of Orissa Undertaking) 

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

(BUILDING PROJECT DIVISION)-II 

DETAILED TENDER CALL NOTICE 

Name of Work:Development of Brahmapura under Bramhapura-Nuagarh- 

Kuadoli-Nandinia-Jhanjibandha as a Tourist Destination In 

Orissa. 

This will be a percentage rate tender (Clause-6) 

“Quality is never an accident, it is always the result of high 

intention, sincere effort, intelligent direction and skillful execution“. 

Let us achieve it………. 

CONTRACTOR 

SR. DIVISIONAL MANAGER (BP)-II

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ORISSA TOURISM DEVELOPMENT CORPORATION LIMITED 

(A Govt. of Orissa Undertaking) 

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

No. BP- 12/11 Date: 15.01.2010 

DETAILED TENDER CALL NOTICE 

Sealed tenders in conformity with DTCN eventually to be drawn in P. W.D. 

F-2 form are invited from the registered contractors of state PWD/ 

Irrigation/ CPWD/MES/Railway and other Government organization for the 

following works. 

Name of the work 

Development of 

Bramhapura under 

Brahamapura- 

Nuagarh-Kuadoli- 

Nandinia- 

Jhanjibandha as a 

Tourist Destination 

In Orissa. 

Value of work 

46,72,500.00 

Cost of tender 

documents 

(Non 

refundable) 

Rs.6,000.00 

+ VAT 4% 

E.M.D1% 

Rs.47,000/- 

Class of 

Contractor 

‘B” & “A” 

Period of 

completion 

9 (Nine) 

calendar 

months 

The details of tender documents can be had from our Web site: 

www.panthanivas.com / www.otdc.in . The Tender paper will be received up to 3 

P.M of 2.02.2011 at O.T.D.C. Head office by speed post/registered post and will 

be opened on the same day at 4.00 P. M. O.T.D.C. Ltd. will not be held 

responsible for postal delay. 

The Authority reserves the right to reject any or all the tenders without 

assigning any reason there of. 

The sealed covers should be superscribed “Tender for……………………………”. 

The Tenders shall be addressed to the Sr. Divisional Manager (Building Project)-II, 

Orissa Tourism Development Corporation Ltd., Panthanivas (Old Block), Lewis Road, 

Bhubaneswar – 751 014. Tenders will be received through Speed Post / Regd. Post 

only. OTDC will not be responsible for any postal delay. Hand delivery will not be 

accepted. 

CONTRACTOR 


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TERMS & CONDITIONS 

1. The following requirements must be met with along with the tender document failing 

which tender shall be liable for rejection. 

a) Cost of tender paper + 4% VAT in shape of Bank Draft in favour of Managing 

Director, OTDC Ltd . 

b) 1% EMD in shape of Bank Draft in favour of the Managing Director, O.T.D.C. 

Ltd. payable at any Nationalized bank, Bhubaneswar. 

c) VAT Clearance Certficate / TIN No. 

d) Upto date PAN CARD 

e) Valid E.P.F. Registration 

f) Valid contractor’s registration 

2. QUALITY CONTROL REQUIREMENTS: 

a) All bills should be supported with photographs of progress made. 

The normal period of rectification beyond the completion period 

shall be 2 years from the date of completion of the project. 5% 

security will be kept with-held in shape of bank guarantee or NSC 

after the normal expiry period of 6months till 2years from the date of 

completion ; during this period the contractor is supposed to rectify 

all the defects noticed , failing which the same shall be taken up by 

the department and will be recovered from the security so withheld. 

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

the Sr. Divisional Manager (BP)-II, 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, (BP)-II, O.T.D.C. LTD. Contact Person: Sri S Mahala, A.E , Mob: 

9437306326 

CONTRACTOR 


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4. 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 (BP)-II, O.T.D.C. Ltd. 

5. 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. 

6. PERCENTAGE RATE TENDER : 

The tender will be on percentage rate over the estimated cost and not on 

item rate basis as per Works Department letter no Codes-5/07-17190 dt. 

9.10.07. The percentage rate over the estimated cost should be quoted both 

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

the words shall prevail. 

7. 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. 

CONTRACTOR 


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8. 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. 

9. 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 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. 

10. 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. 

11. Every tenderer must examine the detailed specification of Orissa 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. 

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

signing the agreement. 

13. 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. 

14. Orissa Detailed Standard Specification will be followed during execution of 

work. 

15. 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 

CONTRACTOR 


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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 

utilisation in the work and return of surplus and good materials at the issuing 

store. 

16. 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. 

17. All reinforced cement concrete work should conform to Orissa 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. 

18. Shuttering and centering shall be with seasoned Sal wood planks the inside 

of which shall be lined with suitable sheeting and made leak-proof and water 

tight or alternatively steel shuttering and centering may be used. 

19. 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 any such plea if the 

contractor stops the work he shall have to pay the penalty as per the clauses 

of the contract. 

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

be deemed to have entered into within the State of Orissa 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 Orissa. 

21. 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 

CONTRACTOR 


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

upto 15 meter shall be cleared and rough dressed. 

22. 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. 

23. 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. 

24. 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. 

25. 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. 

26. 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. 

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

entertained. 

28. 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. 

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

Government. 

30. 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 of the 

materials will be at the stock issue rates fixed by the Corporation or market 

rates whichever is higher. 

31. 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. 

CONTRACTOR 


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31. 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. 

32. The contractor will have to submit to the Sr. Divisional Manager (BP)-II, 

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

him on the work. 

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

contract form carefully in addition to clauses mentioned herewith before 

tendering. 

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

Divisional Manager (BP)-II, O.T.D.C. Ltd., Bhubaneswar or transfer be made 

by power of attorney authorising others to receive payment on the 

contractor's behalf. 

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

(BP)-II, 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. 

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

manuscript papers. 

37. 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. 

38. 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. 

39. EXTRANEOUS CONDITION: 

The tenders containing extraneous conditions not covered by the tender call 

notice are liable for rejection. 

CONTRACTOR 


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40. 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. 

41. 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. 

42. 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. 

43. 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. 

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

prevailing Govt. orders from time to time. 

45. 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. 

CONTRACTOR 


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(c) 

Suitable water supply including pipe water supply wherever available for the 

staff and labourers for the works. 

(d) 

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

(e) 

Suitable equipments and wearing apparatus for the labourers engaged in 

risky operation. 

(f) 

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. 

(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. 

46. INTEREST: 

Under no circumstances interest is chargeable for the dues or additional 

dues if any payable for the work. 

a) Special class contractor shall employ under him one Graduate Engineer and 

two Diploma Holders belonging to the State of Orissa, like wise 'A' class 

contractor shall employ under him one Graduate Engineer or two Diploma 

Holder belonging to the State of Orissa. 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 

CONTRACTOR 


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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 Orissa. The Sr. 

Divisional Manager, Building Project-II may however assist the contractor 

with names of such un-employed Graduate Engineers and Diploma Holders if 

such help is sought for by the Contractor. 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. 

47. The sealed cover should be super-scribed with the material of contents. 

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

condition. 

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

the direction of the Engineer-in-charge. 

50. The interested bidders may visit the site and should be acquainted 

themselves with the field activities to be experienced during construction. 

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

be the responsibility of the successful bidder. 

52. The bidder shall possess electrical license from ELBO, Orissa. 

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

responsibility of the successful bidder. 

CONTRACTOR 


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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 Minimum 15.2kN/m 3 

2. Embankment exceeding 3m height or embankment subjected or 

embankment subjected to long periods of inundation. 

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 

a. Coarse grained soil (GW, 

GP, SW, SP) 

b. Coarse grained soil 

(GW,GP, SW, SP) 

c. Fine grained soil (Cl, ML, 

Cl, Ml) 

(H:V) 

(H:V) 

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- 

CONTRACTOR 


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d. Fine grained Soil (CH, 

MH) 

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 

3m above 3m ht, 1m, 

ht of rock toe may be 

provided 

Necessary H/5, where 

H is the height of the 

embankment. 

Necessary H/5, where H is 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 

Ml, Ml, MH 

OLOl, OH, Pt 

1.5. Frequency of test 

Table-3 

Sl. 

No. 

Test Designation 

Frequency of test as per 

MoRTH 

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 

Frequency of test of ODR & VR as 

recommended by IRC-SP-20 

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 

each layer 

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

MoRTH- Ministry of road transport and highways 

5-10 tests/1000m 3 5-10 tests per 1000m 3 

Table-7 

CONTRACTOR 


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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 

satisfactory 

compaction 

(Min.) 

Thickness 

of loose 

layer 

(Actual 

thickness 

depends on 

plant 

used), 

Max cm. 

1 2 3 4 5 6 7 

Coarse 

grained 

soil and 

other 

materials 

Fine 

grained 

soils 

Gravel and 

gravelly soils 

Soils having low 

compressibility 

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. 

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 

Remarks 

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 

CONTRACTOR 


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Soils having 

high 


Fibrous organic 

soils with very 

high 


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. 

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. 

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 

5.1.1. 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 

Designation 

Percentage passing for 

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 


CONTRACTOR 


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5.2.3. Abrasion value 



Maximum 50% -do- 


5.2.4. 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 -- -- -- -- 

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. 16MP 2 23MP 2 27MP 2 

b. 7 days 22MP 2 33MP 2 37MP 2 

c. 28 days 33MP 2 43MP 2 53MP 2 

CONTRACTOR 


17 

5.3.2. Standards for chemical test : 

Table – 23 

Types of cement 

Percentage by mass (Max.) 

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 pre-stressed 

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. 

a. Mechanical properties 

Sl. 

No. 

Table – 24 (IS : 1786, Table No.-3) 

Property F 3 415 Grade F c 500 F e 550 

1 2 3 4 5 

1 0.2% proof stress/yield stress, Min, 

N.mm 2 415.0 500.0 550.0 

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 

14.5 12.0 8.0 

8% more than the actual 



6% more than the actual 



CONTRACTOR 


18 

b. Chemical properties : 

Table – 24 (IS : 1786) 

Constituent 

Percent, maximum 

F e 415 F e 500 F e 550 

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 

5.6. 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 be 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. 

CONTRACTOR 


19 

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. 

6.3.2. 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 complitely 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. 

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 

CONTRACTOR 


20 

6.4. Nominal mix concrete 

Table – 27 

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

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 

Minimum period before striking 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 

7 days 

(ii) Spanning over 4.5m 

14 days 

6.9 Nominal cover: 

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 


21 

6.10. Concrete works : 

Table – 28 

Sl. 

No. 

Test 

Frequency as per MoRTH 

A. Coarse aggregate 

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 M 13 grade : f a + 0.825 x established standard deviation 

(rounded to 0.5) N/mm 2 

OR 

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

b. For M 20 grade : Mean strengthf a + 0.825 standard 

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

OR 

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

CONTRACTOR 


22 

In absence of data for SD, the SD may be taken 3.5 for M 10 and M 15 grade, 4 for M 20 and M 25 grade and 5 

for M 30 to M 50 grade. 

b. Individual test results : 

For M 13 grade 

Strength f ck – 3N/mm 2 

For M 20 grade or above 

Strength f ck – 4N/mm 2 

(Where f ck is the characteristic strength of concrete) 

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 


23 

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 

8.11. Reference to I.S. code : 

IS : 1536 

IS : 8329 

IS : 3589 

IS : 4985 

Specification for centrifugally cast spun iron pressure pipe for water, gas & sewege. 

Specification for centrifugally cast (spun) ductile iron pressure pipe for water, gas & sewege. 

Specification for electrically welded steel pipe (first revision) 

Specification for electrically welded steel pipes (first revision) 

IS : 4958 

IS : 10221 

IS : 11906 

Un plasticised PVC pipes for potable water supplies. 

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

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 

8.3. Valves and specials 

IS : 780 

IS : 2906 

IS : 2685 

IS : 5312 

Specification for caulking lead 

Rubber gaskets for double iron pipes. 

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 


24 

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. 

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. 

CONTRACTOR 


25 

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. 

3. 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 : 

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 into service. 

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 

IS 1520 

IS 6595 

IS 9684 

IS 1710 

IS 8034 

IS 10825 

IS 325/19758 

IS 7538 

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

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

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 

CONTRACTOR 


26 

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. 

10.4. Testing of pumps : 

There are two types of pumps testing. 

1. Testing 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 

The P-Q characteristics. 

The efficiency versus Q characteristics 

11. Water Quality 

11.1. Recommended guidelines for physical and chemical parameter: 

CONTRACTOR 


27 

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 SO 4 (mg/I) 200 400 

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

10. Nitrates (as NO 3 (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 a amximum 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 

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 

CONTRACTOR 


28 

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)-II 

O.T.D.C. Ltd. 

CONTRACTOR 


29 

PROFORMA-'A' 

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 past. 

Sl. 

No. 

Particulars of 

works now in 

hand 

Amount of 

each work 

Period which the work 

is stipulated to be 

completed 

(in month) 

Approximate value 

of work done 

against each work 

on the date of 

submission of 

Tender 

Deptt. Under which 

the work is being 

taken up. 

1 2 3 4 5 6 7 

Remarks 

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

Signature of the tenderer 

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 

Qualification 

Date of 

appointment 

Monthly 

emolument 

Whether 

full time 

engagement 

and 

continuous 

30 

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 

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

rejection. 


Date________________ 

CONTRACTOR 


31 

PROFORMA-'B' 

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 the past. 

Sl. 

No. 

Particulars of 

works already 

executed 

Approxim 

ate 

amount 

of each 

work 

Name of 

Deptt. 

under which 

the works 

were 

executed 

Period of 

commencem 

ent and 

period of 

completion 

Whether the 

works were 

completed in 

stipulated 

period 

1 2 3 4 5 6 7 

Remarks 

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

rejection. 


Date________________ 

CONTRACTOR 


WORK PROGRAMME 

32 

Name of the Work:“Development of Brahmapura under Brahamapura-Nuagarh-Kuadoli- 

Nandinia-Jhanjibandha as a Tourist Destination In Orissa.”. 

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 


33 

TENDER SCHEDULE FOR DEVELOPMENT OF BRAHAMAPURA UNDER 

BARHAMAPURA-HINDOL-NUAGARH-KUADOLI-NANDINIA-JHANJIBANDHA 

AS A TOURIST DESTINATION IN ORISSA 

Estimated cost: - Rs.46.72lakhs 

E.M.D:- 1 % of Estimated amount 

Sl. 

CIVIL WORK 

No. 

Unit Qnty Rate Amount 

Civil work 

1 Earth work excavation 

Earth work in excavation of foundation trenches and 

column foundation and pits in Hard soil/ Gravelly soil 

and depositing materials within 50m initial lead and 

1.5m initial lift including rough dressing as per 

direction and specification of the department 

including stacking the useful materials separately as 

ordered as per direction of Engineer-in-charge 

including cost of all labour, sundries, Tools & plants 

etc. complete. Cum 438.05 52.00 22778.60 

2. Earthwork (open well) 

Earth work excavation in hard rock(other than 

granite and disintigration) removed by chiselling 

dressing and levelling the bed not exceeding 1.5 mt 

depth depositing the soil within initial lead of 50mt 

and as per specification for 1st depth of 1.5m (up to 

5') cum 75.09 377.00 28308.93 

2nd depth of 1.5m (up to 10') cum 44.43 571.70 25400.63 

3rd depth of 1.5m (up to 15') cum 44.43 764.33 33959.18 

4th depth of 1.5m (up to 20') cum 44.43 956.96 42517.73 

5th depth of 1.5m (up to 25') cum 44.43 1149.60 51076.73 

3 Back filling 

Filling foundation trenches and plinth with 

excavated materials in layers not exceeding 0.3mtr. 

in depth including watering, ramming and dressing 

and levelling the top to proper level or gadient, 

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

complete as per direction of the Engineer-in-charge. Cum 88.52 34.67 3068.99 

4 Sand filling 

Filling foundation trenches and plinth with sweet 

river sand, well watered and compacted in layers of 

0.225 mtr, top surface dressed and levelled to 

proper gradient including cost of all materials, 

conveyance, all taxes and royalties, loading and 

unloading, including cost of all labour, T&P, sundries 

etc. complete in all respect as per direction of the 

Engineer-in-charge. Cum 159.79 305.20 48767.91 

CONTRACTOR 


5 P.C.C - (1:4:8) 

Providing and laying plain cement concrete (1:4:8) in 

foundation and bottom layers of flooring etc. using 

40mm size black hard crusher broken granite metal 

of approved quality from approved quarry including 

mixing, lowering laying and compacting to proper 

thickness, watering and curing for the required 

period as per direction of the Engineer-in-charge, 

including cost of all materials with all taxes and 

royalities, loading and unloading conveyance, all 

labour, all sundries and T&P etc. complete. Cum 77.92 2525.00 196750.53 

6 C.C(1:2:4) 

Cement Concrete (1:2:4) using 12mm size broken 

granite chips of approved quality from approved 

quarry including mixing, lowering laying and 

compacting to proper thickness, watering and curing 

for the required period as per direction of the 

Engineer-in-charge, including cost of all materials 

with all taxes and royalities, loading and unloading 

conveyance, all labour, all sundries and T&P etc. 

complete. etc. complete. Cum 22.27 3823.20 85142.66 

7 Laterite (1:6 F & P ) 

Laterite masonry in cement mortar (1:6) after 

spraying water over the Laterite to clean it from 

the dust/ mud particles before use in foundation 

& plinth as per drawings. including cost, 

conveyance, all taxes, royalties, loading and 

unloading of all materials, including cost of all 

labour, scaffolding, watering and curing, sundries, 

T&P etc. complete as per the direction of the 


8 Laterite (1:6 F & P )(open well) 

Laterite stone masonary in cement mortar (1:6) in 

Foundation and Plinth including watering and curing 

for seven days with cost, conveyance, royality, 

taxes of all materials, labour and T&P required for 

the work etc complete and as per direction of 

Engineer-in-charge. cum 49.05 1974.60 96854.13 

9 Laterite (1:6 Superstructure ) 

Laterite masonry in cement mortar (1:6) after 

spraying water over the Laterite to clean it from 

the dust/ mud particles before use Superstructure 

as per drawings. including cost, conveyance, all 

taxes, royalties, loading and unloading of all 

materials, including cost of all labour, scaffolding, 

watering and curing, sundries, T&P etc. complete Cum 162.68 1944.84 316386.57 

34 

CONTRACTOR 


as per the direction of the Engineer-in-charge. 

10 C.B Bricks (1:6 F & P) 

Providing 1st class clamp burnt bricks masonry work 

using C.B.bricks having crushing strength not 

less than 35Kg/Sqcm in cement mortar (1:6) after 

immersing the bricks for minimum 6 hours in 

water before use in Foundation Plinth as per 

drawings. including cost, conveyance, all taxes, 

royalties, loading and unloading of all materials, 

including cost of all labour, scaffolding, watering 

and curing, sundries, T&P etc. complete as per the 

direction of the Engineer-in-charge. Cum 20.61 2159.30 44492.38 

11 C.B Bricks (1:6 Superstructure) 





water before use in Superstructure as per 

drawings. including cost, conveyance, all taxes, 

royalties, loading and unloading of all materials, 

including cost of all labour, scaffolding, watering 

and curing, sundries, T&P etc. complete as per the 

direction of the Engineer-in-charge. Cum 14.39 2192.30 31547.20 

12 C.B Bricks (1:4 Superstructure) 





water before use in Superstructure and using 

cost of 6mm dia. Rod as per drawings. including cost, 

conveyance, all taxes, royalties, loading and 

unloading of all materials, including cost of all 

labour, scaffolding, watering and curing, sundries, 

T&P etc. complete as per the direction of the 


13 R.C.C- M20 

Providing, lifting, hoisting and laying Reinforced 

cement concrete of M-20 Grade in footing, Lintels, 

Chajja,Roof slabs, Column, Beam etc. 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, Cum 87.02 3750.80 326394.62 

35 

CONTRACTOR 


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 , 

centering and shuttering for the work. 

14 Centering and shuttering 

Providing strong, rigid, leveled and plumbed 

centering and shuttering to required shape and size 

for all kinds of R.C.C. works in the items mentioned 

below with wooden or steel centering materials with 

all necessary bracing, ties and supports with level 

centering covered with bituminous paper including 

provision of necessary holes and pockets, electrical 

conduit pipe, P.H. pipes, fan hooks or boxes, switch 

and board insert plates, clamps and extension bars 

etc. as per the direction of the Engineer-in-charge 

and dismantling and removing the shuttering after 

the required interval from the date of casting, 

including cost of all materials with transportation, 

taxes, loading and unloading etc. and all labour, 

sundries, T&P scaffolding etc. complete. 

a) Foundation & plinth beam Sqm 27.93 67.20 1876.90 

b) Column foundation Sqm 53.34 67.20 3584.45 

c) Lintel Sqm 20.86 155.10 3235.39 

d) Roof slab(flat) Sqm 178.40 225.10 40157.84 

e) Slab(slope) Sqm 88.10 262.00 23082.20 

f) Chajja Sqm 7.70 225.10 1733.27 

g) Beam & Column Sqm 276.60 305.70 84556.62 

h) fin & concrete wall Sqm 33.60 259.40 8715.84 

15 Reinforcement (TOR Fe-415) 

Providing & fixing TOR Fe-415 reinforcement bars 

for RCC work of required diameter of approved 

quality with straightening, cutting, bending, binding 

welding and joining (if necessary) and tying the grills 

and placing in position as required for R.C.C. work 

and providing fan hooks, hoisting, lowering and laying 

including cost, conveyance and taxes of M.S. Rods or 

tor steel and binding wires of 18 to 20 gauge and 

labour required for the work for bending, binding 

and tying the grills in all heights as per the 

specification & direction of E-I-C. (Linear 

measurements will be taken & quantity will be 

calculated on standard weight. Weight of binding 

wire will not be considered for measurement.) Qtl. 85.45 4932.00 421439.40 

16 16mm thick Plaster 

36 

CONTRACTOR 


Providing 16mm thick cement plaster to the inside 

surface of C.B Brick masonary wall with cement 

mortar (1:6) including racking out joints, scraping 

and cleaning the surface and finishing the plaster 

surface smooth using wooden floats only to proper 

plumbs and level as per drawings including cost of all 

materials, conveyance, loading and unloading, all 

taxes and royalties, all labour, scaffolding, watering 

and curing, sundries and T&P etc. complete as per 

direction of the Engineer-in-charge Sqm 170.50 76.40 13026.20 

17 12mm thick Plaster 

Providing 12mm thick cement plaster to the outside 

surface of C.B Brick Masonary wall with cement 

mortar (1:6) including racking out joints, scraping 

and cleaning the surface and finishing the plaster 

surface smooth using wooden floats only to proper 

plumbs and level as per drawings including cost of all 

materials, conveyance, loading and unloading, all 

taxes and royalties, all labour, scaffolding, watering 

and curing, sundries and T&P etc. complete as per 

direction of the Engineer-in-charge Sqm 98.76 56.60 5589.82 

18 6 mm thick Plaster 

Providing 6mm thick ceiling plaster (1:4) in all floors 

finished smooth to inside rough surface of ceiling 

after chiping & ceiling properly including watering 

and curing with cost, conveyance, royalties and 

taxes of all materials and cost of all labour with T & 

P required for the work etc. complete.as per 

direction of Engineer-in-charge. Sqm 444.47 60.20 26757.09 

19 Flush Pointing (1:3) 

Cement Flush pointing to the stone masonry in 

cement mortar(1:3) after raking out the joints 

watering, curing etc. complete including cost of 

conveyance , royalities, taxes and cost of all 

materials, T&P etc. complete in all respect. Sqm 1157.97 60.30 69825.591 

20 Providing 12mm thick cement plaster with cement 

mortar of (1:4) including neat cement punning, 

finished smooth to proper level with bitumen 

painting over top of walls as bearing plaster 

including cost of all materials, conveyance, loading 

and unloading, all taxes and royalties, all labour, 

scaffolding, watering and curing , sundries and T&P 

etc. complete as per direction of the Engineer-incharge. 

Sqm 10.90 68.20 743.38 

21 Decorative cement plaster 

20mm thick Decorative cement plaster including 

37 

CONTRACTOR 


colour mixing if required as per the drawing., Data 

per sqm complete with all cost, convelance, royality, 

taxes of all materials, labour, T & P required for 

the work etc complete and as per direction of 

Engineer-in-charge. 

PCC sqm 22.07 1345.50 29695.19 

22 Grading Concrete 

Providing 25mm Avg. thick grading concrete ( 1:2:2) 

over 2 coats of waterproofing treatment on roof 

slabs using 6 mm thick & down graded-chips after 

chipping, chiselling and cleaning the surface by wire 

brushing, watering and curing etc. complete 

including cost, conveyance, royalties and taxes of all 

materials and labour , T & P required for the work 

etc. complete in all floor as per direction of 

Engineer-in-charge. Sqm 189.60 147.90 28383.12 

23(a) 

Flooring (Ceramic tiles) 

Providing & fixing premium quality( 300 x300 x 

7mm) thick ceramic tiles flooring of approved 

colour over 20mm thick bed in C.M. (1:1) and make 

(Johnson / Bell / KAJARIA or equivalent) 

confirming to IS specification in floors filling joints 

with epoxy grout of approved quality etc. complete 

in all respects as per direction of the Engineer-incharge. 

sqm 24.85 704.80 17514.28 

38 

(b) Fixing ceramic tile in dadoes skirting on 12mm thick 

cement plaster (1:3) jointed with neat cement slurry 

and ceramic tile of make (Johnson / Bell / 

KAJARIA or equivalent) confirming to IS 

specification in dadoos and skarting filling joints 

with epoxy grout of approved quality etc complete in 

all respects as per direction of the Engineer-incharge. 

Sqm 125.79 660.40 83071.72 

24 Kota Stone(1:1) 

Providing & fixing Kota stone of minimum 16mm 

thick (area above 0.10sqm) in floor using 25mm thick 

cement mortar (1:1) of approved quality, colour and 

filling joints with epoxy grout of approved quality 

etc. complete in all respects as per direction of the 


Development of park(stepped pathway) sqm 238.47 756.80 180474.10 

25 Flooring(Marble tiles) 

Providing & fixing marble tile minimum 16mm thick 

flooring (area above 0.10sqm to 0.40sqm) flooring 

over 25mm thick bed in C.M. (1:1) and confirming to Sqm 114.73 908.30 104209.26 

CONTRACTOR 


IS specification in floors filling joints with epoxy 

grout of approved quality etc. complete in all 

respects as per direction of the Engineer-in-charge 

26 Artificial stone flooring 

25mm thick artificial stone flooring with cement 

concrete( 1:2:4) laid to a proper slope in two layers 

bottom layer being 20mm with min. 12mm size down 

graded hard granite stone chips and the top layer 

gmm thick down graded with 6mm chips of approved 

quality of stone from an approved quarry including 

rounding the corners, watering, curing, with all cost, 

conveyance, royalities, T&P etc. complete as per the 

directions of the EIC. Sqm 5.95 140.10 833.60 

27 Teracota tiles in roof slab 

Fixing teracota tiles on roof on 12 mm thick cement 

plaster (1:3) jointed with neat cement slurry mixed 

with pigments to match the shade of the tiles 

including rubbing and polishing complete. Sqm 38.55 522.73 20151.24 

28 Texture paint 

Providing texture paint to exterior surfaces 

including cost of all materials, labour, conveyance, 

taxes, royalities, scaffolding, watering, curing, 

sundries, tools and plants etc., as per the direction 

of the Engineer-in-charge. Sqm 1376.91 300.00 413073.00 

29 Plastic paint 

Providing and applying 2 coats of plastic paint 

approved quality over a coat of POP and shade, over 

a coat of cement primer of approved quality over 

the surface (interior) including preparation of 

surface, B278 sand papering the intermediate coats, 

providing necessary putty work including cost of all 

materials, labour, conveyance, taxes, royalities, 

scaffolding, watering, curing, sundries, tools and 

plants etc., as per the direction of the Engineer-incharge. 

Sqm 474.85 69.90 33192.02 

30 Enamel Paints 

Painting two coats with synthetic enamel paint of 

approved quality and approved shade confirming to 

ISI on steel/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 heights including cost, 

conveyance, loading, unloading, taxes of all 

materials, labour, sundries, T& P scaffolding 

required for the work and complete in all respect as 

per specifications and directions of Engineer-in- Sqm 43.72 70.90 3099.75 

39 

CONTRACTOR 


charge. 

31 Glazed Ventilator 

Glazed Ventilator of size 600mm x 600mm with 

teak wood frame of size 75mm x 37.5mm in crosssection. 

including all fitting including cost of 

materials all taxes labour, T&P etc complete as per 

direction of engineer-in-charge. Sqm 3.62 3020.30 10933.49 

32 Sliding window 

Supplying fitting, fixing up window (sliding type) 

made up aluminum section 151-154, 151-155 as 

window frame section no 151-155,151-153 and 151- 

167 as shutter frame with 5mm thick black glass as 

panel fitted with rubber beading including locking 

arrangement including all fitting including cost of 

materials all taxes labour, T&P etc complete as per 

direction of engineer-in-charge. Sqm 2.92 3133.30 9149.24 

33 Sal wood Choukaths 

Supplying, fitting and fixing in position well dressed, 

well seasoned sal wood work in choukaths size (75 

mm x125mm ) which should be free from serious 

defects such as dead knots, flows etc. in all floors 

including two coats of coaltarring to wall side faces, 

6 nos. of W.I. Clamps and required screws with 

approved quality including cost, conveyance, 

royalties and taxes of all materials and cost of all 

labour with T & P required for the work and 

complete as per the direction of Engineer-incharge. 

Cum 0.09 34213.40 3079.21 

34 Providing fitting and fixing 25mm thick Piasal wood 

or local teak wood pannel shutter complete including 

mending and cutting sizes of grooves in chowkaths 

and for over lapping portion of the shutters where 

necessary supplying, fitting fixing wooden hinged 

cleats, sand blocks and fixing oxidised iron or 

chromium plated, iron/ steel aldrops, tower bolts, 

handles, iron hinges screws etc. complete as per 

requirement and any additional fittings as directed 

by the Engineer-in-charge in all floors . Sqm 3.13 3031.60 9488.91 

35 PVC Door 

Providing and fixing 30mm thick factory made PVC 

rigid foam paneled door shutters manufactured by 

M/s Rajshri or equivalent made from M.S. tube of 

19 gauge thickness, size 19x19mm for styles and 

15x15mm for top and bottom rails, covered with 

heat moulded PVC “C” channel of 5mm thick sheet 

and 30x50mm wide to form styles and 5mm thick Sqm 8.45 2700.00 22815.00 

40 

CONTRACTOR 


and 75mm wide PVC sheets for top rail, lock rail and 

bottom rail on other side and 5mm thick, 20mm wide 

cross PVC sheet as gap insert for top rail and 

bottom rail, paneling of 5mm thick PVC sheet fitted 

in the M.S. frame welded/sealed to the styles and 

rails with 5x30mm PVC sheet beading on either side 

and joined together with solvent cement adhesive 

etc., complete as per manufacturers specification 

including fixing frames with 4 Nos. M.S. powder 

coated butt hinges complete including one 10inch 

aluminium aldrop & two aluminium tower bolts of 

10inch and 6inch and two aluminium handles cost of 

all materials, conveyance, loading, unloading, and 

taxes of all materials, cost of all labour, sundries, 

T&P required for the work as per direction of E-I-C 

36 Plinth protection 

Providing plinth protection 600mm wide having inner 

wall of 125x450mm in C.B. Bricks masonry in CM 

(1:6)over 100mm thick base PCC (1:4:8)100mm thick 

inside sand filling, 75mm thick flooring base in 

CC(1:4:8 ) 12mm thick C.P in C.M.1:4 complete with 

necessary slopes, dressing and leveling the earth all 

round the building including the cost of all 

materials, labour, all taxes, royalties, 

transportation, loading and unloading, watering and 

curing, sundries T&P etc.complete as directed by 

the of E-I-C. Sqm 25.41 240.86 6120.25 

37 Granite flooring 

Providing & fixing of granite slab20mm thick and 

above 0.4 sq.m in floor over 25mm thick cement 

mortar (1:1) to proper slope, line and level including 

cutting to required size and shape, fixing at corners 

and splays etc. including filling the joints with white 

cement and color pigment to match the color and 

shade of tiles and cleaning the surface complete as 

per the design & drawing with cost of all materials, 

labour, conveyance, taxes , T&P etc. complete as per 

the direction of Engineering-in-charge Sqm 84.23 1930.00 162563.90 

38 Stainless steel 

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 

32mmx32mmx 2mm @ 0.90mtr c/c as per approved 

design and specification ,buffing,polishing etc with 

cost, conveyance, royality, taxes of all materials, 

labour and T&P required for the work etc complete Rmt 9.41 3137.70 29525.76 

41 

CONTRACTOR 


and as per direction of Engineer-in-charge. 

39 RCC railing(M-20) 

Providing & fixing of decorative R.C.C railing (M-20), 

750mm height prefabricated with balustrade 

complete as per approved architectural drawings & 

including colouring cost, conveyance, royalties and 

taxes of all materials, labour, T&P, sundries etc. 

required for the work complete as per direction of 

the E-I-C. 

Development of park (stepped pathway) RMT 187.15 1030.90 192932.94 

40 M. S Fan Hooks 

Providing fitting, fixing fan hook M.S. round rod of 

16mm dia ( SAIL Steel) with all cost of material, 

labour, conveyance, T&P and complete as per the 

direction of Engineer-in-charge. Nos. 6.00 45.00 270.00 

41 M.S. grill 

Supplying, fitting and fixing of powder coated M.S. 

grill and gate made out of M.S. square bar / M.S. 

flats / M.S. angles as per approved drawing and 

design, cutting to required size and welding 

properly, finished smooth and sand papering, 

including cost, conveyance, taxes of all materials, 

required screws, cost of all labour, T&P etc. as 

required for the work complete as per direction of 

the Engineer-in-charge in all floors. Kg 654.19 60.00 39251.40 

42 Development of site fencing and approach road to 

pump house site and including all cost of all material, 

labour, all taxes, royalties, transportation, loading 

and unloading, watering and curing, sundries T&P 

etc.complete as directed by the of E-I-C. Cum 11.32 367.20 4156.70 

43 Supplying, fitting and fixing of R,C.C POST with 

barbed wire using 3ply barbed wire in 6" c/c of 

approved quality for fencing, fixing by means of 

staples and straining hook tying with G:I wire 

including cos of barbed wire staples hooks and tying 

wire and cost of all material , labour, all taxes, 

royalties, transportation, loading and unloading, 

watering and curing, sundries T&P etc.complete as 

directed by the of E-I-C. Rft 120.00 250.51 30061.20 

INTERNAL ELECTRIFICATION 

44 Recessed wiring to light point and exhaust fan point 

in 20mm dia non-metallic fexible conduit pipe with 

1.5 sqmm single core copper wire & earth continuity 

in 1sqmm PVC insulated copper wire and modular 

type 6Amp. 1way plate type Modular switch, 

A CIVIL WORK TOTAL 3666942.93 

42 

CONTRACTOR 


(Polycarbonate) and G.I box of adequate size 

including PVC bend, saddle, elbow, etc including cost 

of all materials, labours, transportation, T & P etc. 

complete as per direction of the Engineer-in-charge 

a) Short point Nos. 16.00 470.00 7520.00 

b) Medium point Nos. 18.00 701.00 12618.00 

c) Long point Nos. 6.00 1011.00 6066.00 

45 Recessed wiring to ceiling fan point in 20mm dia nonmetallic 

fexible conduit pipe with 1.5sqmm single 

core copper wire & earth continuity in 1sqmm PVC 

insulated copper wire and modular type box cover, 

step type regulator and switch etc. complete 

including cost of all materials, labours, 

transportation, T & P etc. complete as per direction 

of the Engineer-in-charge. Nos. 4.00 927.00 3708.00 

46 Recessed wiring to 6A plug point in 20mm dia nonmetallic 

flexible conduit pipe with 1.5sqmm single 

core copper wire & earth continuity in 1sqmm PVC 

insulated copper wire and modular type box cover, 

switch and socket etc. complete including cost of all 

materials, labours, transportation, T & P etc. 

complete as per direction of the Engineer-in-charge. Nos. 6.00 576.00 3456.00 

47 Supplying and fixing of 6A plug in modular type 

box cover, switch and socket G.I box of adequate 

size including PVC bend, saddle, elbow, etc and other 

necessary materials & labour etc. complete including 

cost of all materials, labours, transportation, T & P 

etc. complete as per direction of the Engineer-incharge. 

Nos. 4.00 355.00 1420.00 

48 Supplying, fixing of 20A plug in modular type box 

cover, switch and socket etc. complete G.I box of 

adequate size including PVC bend, saddle, elbow, 



of the Engineer-in-charge . Nos. 6.00 648.00 3888.00 

49 Recessed wiring to sub main with 2 x 2.5 + 1 x 1sqmm 

single core PVC insulated copper wire run inside 

20mm dia heavy duty polythene conduit with PVC 

bend, saddle, screw etc along with other necessary 

materials including cost of all materials, labours, 


of the Engineer-in-charge and labour. Mtr 216.00 106.00 22896.00 

50 Recessed wiring to sub main with 2 x 4 + 1 x 1.5sqmm 

single core PVC insulated copper wire run inside 

20mm dia heavy duty polythene conduit with PVC 

bend, saddle, screw etc along with other necessary Mtr 95.00 144.00 13680.00 

43 

CONTRACTOR 


materials including cost of all materials, labours, 


of the Engineer-in-charge 

51 Supplying, fitting & fixing of 900mm ceiling fan 

(Bajaj-model elegance/ Havells –Fusion Metalic) or 

equivalent make including cost of GI pipe including 

cost of all materials, labours, transportation, T & P 

etc. complete as per direction of the Engineer-incharge 

Nos. 4.00 1933.00 7732.00 

52 Supply, fitting & fixing of exhaust fan (make 

Bajaj/Crompton greaves)including nut bolt & wire 



of the Engineer-in-charge No. 6.00 1500.00 9000.00 

53 Supplying, fitting & fixing of 5 watt LED Bulb 

(Fortune Art/ Equivalent )Make including cost of all 


complete as per direction of the Engineer-in-charge Nos. 15.00 3800.00 57000.00 

54 Supplying, fitting & fixing of 16 watt LED tube light 

(Fortune Art/ Equivalent)Make including cost of all 



55 Supplying, fitting & fixing of 10 watt LED street 

light (Fortune Art/ Equivalent )Make including cost 

of all materials, labours, transportation, T & P etc. 


56 Supplying, fitting & fixing of 8 way Double door 

distribution box with I/C -40 A DP MCB -1No , O/G 

- 6/10A sp MCB -6No including cost of all materials, 

labour, T &P etc. complete as per direction of 

Engineer-in-charge Nos. 2.00 3200.00 6400.00 

57 Supplying, fitting & fixing of 12 watt LED par light 

(Fortune Art/ Equivalent )Make including cost of all 



58 Supplying of 3 phase 50 HZ submersible pump set 

suitable for with head of 55mt. & discharge of 4.5 

LPS (7.5H.P) complete ( Make -KSB/ TEXMO). Set 1.00 35900.00 35900.00 

59 Supplying ,fitting and fixing of 4sqmm 3core flat 

copper cable suitable for above pump set confirming 

to relevant IS specification with ISI mark.(Make- 

Finolex/BCH/Polycab) Mtr 160.00 130.00 20800.00 

60 Supplying ,fitting and fixing of 3phase star delta 

fully automatic control panel with Ampere meter 

,voltmeter, single phasing over load relay and 

indicator lamp etc Nos 1.00 9500.00 9500.00 

44 

CONTRACTOR 


B Total 288994.00 

C.ILLUMINATION 

61 Supplying, installation, testing and commissioning of 

stone lantern of Khandalite stone of height 3' 

having minimum 3'8" above ground level with 

required foundation etc. complete suitable for use 

with 5W LED Bulb (Fortune Art/ Equivalent Make) 

as per specification and direction of the Engineer in 

charge. Nos 20.00 13300.00 266000.00 

62 Supply of all required material and laying, testing, 

commissioning of following sizes1.1KV grade PVC 

insulated armored aluminium/copper power cable 

excavation of cable trench of 750 mm deep in all 

kinds of soil, 150 mm thick and filling, brick 

covering, 

a) 4 core x 16sqmm armored. AL cable. Mtrs 70.00 293.00 20510.00 

b) 2 core x 6sqmm Ar. Cu. cable. Mtrs 165.00 323.00 53295.00 

c) 2 core x 2.5sqmm Ar Cu. cable. Mtrs 250.00 218.00 54500.00 

63 Supply, delivery, installation, testing and 

commissioning of L.T. outdoor floor mounted ,Double 

door type main distribution boards made out of 2 

mm thick CR sheet metal duly acid treated with 

powder coated body as per specification and 

direction of the Engineer in charge. 

(a) Main panel : 

Incoming 

100 Amp 35 kA 415 V FP MCCB - 1 No. 

1 set of 3 phase150 Amp copper busbar 

0-500 V voltmeter - 1 No. with selector switch 

0-100 Amp Ampere Metre - 1 No. with selector 

switch 

PH indicater -6 nos. 

(b) 100/5 Amp CT coil - 3 nos. 

Out going : 

40 A F.P C/O - 1 Nos. 

40 Amp DP MCB - 4 Nos. 

25 Amp SP MCB - 4 Nos. Set 1.00 38000.00 38000.00 

64 EARTHING 

(i) Supply and installation including all connections of 

earth electrode stations comprising of : 

40 mm dia class - 'B' G.I. Pipe 2.5 mt. long. 

(a) Digging of earth pit, placing of G.I. Pipe in the pit 

and filling up of the same with a mixture of 150 kg. 

Salt 50 kg. of charcoal and rest with good clay 

earth all firmly compact into the pit. Nos. 2.00 1500.00 3000.00 

(b) 30 cm. at the top portion at the pipe having a G.I. Mtr. 30.00 90.00 2700.00 

45 

CONTRACTOR 


Hinges shall be enclosed in a brick work chamber 

built up to 10 cm below G.I. and upto 30 cm above 

G.I. Chamber which shall have 450 mm x 450 mm 

inside dimension will have a G.I. Hinge cover 

(c) Providing and fixing of No. 8 SWG copper wire on 

surface or recessed as required for connection etc. 

as per the direction of Engineer-in-charge/ 

Consultant. Mtr. 30.00 70.00 2100.00 

C Total= 440105.00 

D. P.H & SANITARY 

P.H. (Internal ) 

65 Supplying all materials, labour, T&P and providing 

and fixing to wall or ceiling and floor PVC pipes 

conforming to ASTM-D- 1785/89( Sch-8) & pipe 

fitting of the following nominal bore with clamps 

including making good the wall or ceiling etc. and 

complete as per the direction of E-I-C. 

a) 15mm dia Mtr. 10.00 87.36 873.60 

b) 20mm dia Mtr. 10.00 113.86 1138.60 

66 Supplying all material, labour , T&P & fitting ,fixing 

the following different water supply fittings of 

brand AJAYA & ASTRA approved make with 

including supply of all necessary jointing materials 

etc. all complete as directed by the Engineer-incharge. 

CPVC ball valve. 

a) 20mm dia brass ball valve Each 6.00 217.83 1306.98 

67 Supplying all materials, labour, T&P and cutting the 

holes through the existing brick work including 

making good the damages in CM ( 1:4 ) for taking 

G.I/PVC/CPVC pipe and fitting etc. and complete as 

per the P.H. specification & direction of E-I-C. 

a) 250mm thick wall Each 4.00 16.56 66.24 

b) 375mm thick wall Each 2.00 24.84 49.68 


and fixing brass / CP fittings of the following 

nominal bore with supply of all jointing materials 

complete as per the specification and direction of 

E-I-C 

a) 15mm dia brass Bib Cock (JAQUAR , Cat, No - 037) Each 4.00 513.80 2055.20 

c) 15mm dia CP Pillar cock(JAQUAR.Cat. No.-011) Each 4.00 523.80 2095.20 

d) 15mm dia CP angular stop cock(JAQUAR, Cat. No.- 

051) Each 4.00 503.80 2015.20 

e) Soap Dish(Cat.no- 7731)(JAQUAR ,Continental, 

Cat.No-1133 ) Each 6.00 637.13 3822.78 

f) CP Grating (125mm) Each 6.00 50.00 300.00 

46 

CONTRACTOR 


g) Connecting Pipe Each 6.00 90.00 540.00 

h) Towel ring (JAQUAR continental CAT.NO -1121 ) Each 6.00 680.73 4084.38 

i) Basin ( Parry wareCat. No-C0491) Each 3.00 1292.50 3877.50 

69 Supplying all materials, labour, T&P and fixing 

Mirror for superior glass mounted on 6mm thick 

A.C. sheet or ply wood sheet and fixed to wooden 

plugs with CP screws and washers , complete as per 

the P.H specification and direction of E-I-C. 

a) 600 x 450 mm ( Bevelled type) Each 3.00 561.9 1685.7 

70 Supplying all materials , labour & T&P and fixing 

Urinal Squatting 45 x 35 to the floor in cement 

mortar (1:1) etc., all complete as per specification 

and direction of the Engineer-in-charge. (Hindustan 

,Cat. No-60003) Each 3.00 1009.15 3027.45 

71 Supplying all materials , labour, T&P and fixing water 

closet, squatting pan(Indian type W.C pan/Orissa 

pattern squatting pan) duly embedded in Cement 

concrete (1:3:6) using 12 mm size hard granite metal 

all complete as per specification and direction of 

the Engineer-in-charge.(Hindustan Sanitary),Cat. 

No-20004 Each 2.00 1593.90 3187.80 

72 Supplying all materials , labour, T&P and fixing 

Cystern all complete as per specification and 

direction of the Engineer-in- charge. 

Cystern(Parryware:C8136) Each 1.00 6689.29 6689.29 

73 Supplying all materials , labour & T&P and fixing 

wash down water closet(European type W.C pan) 

with integral "S" or "P" trap to the floor with 

wooden plug and chromium plated screw including 

jointing the trap with soil pipe in cement mortar 

(1:1) etc., all complete as per specification and 

direction of the Engineer-in-charge.(Hindustan ,Cat. 

No-20061) Each 1.00 3515.65 3515.65 

INTERNAL SEWERAGE DISPOSSAL & SANITARY INSTALLATION 


and fixing SWR PVC soil waste pipe and fittings 

of the following outside diameter confirming to 

the IS- 13592/1992 to walls with nails , bobbins 

and wooden pegs cemented by non heat application 

method as per manufacturer's specification 

testing, earth work in excavation in all kind of soil 

and refilling of trenches as per the specification 

and direction of E-I-C. 

a) 110mm dia ( ISI Marked ) Mtr. 15.00 226.92 3403.80 

b) 150mm dia ( ISI Marked) Mtr. 11.00 453.96 4993.56 

47 

CONTRACTOR 


75 Supplying all materials, labour T&P for jointing of 

48 

the UPVC SWR SEWER pipe fittings of standard 

make duly approved by the Engineer-in-charge with 

joining material etc. suitably required for fixing on 

100mm dia soil waste pipe complete with requisite 

testing as directed by Engineer-in-charge. 

a) "P" Trap Each 4.00 406.02 1624.08 

b) 110mm dia Bend Plain Each 4.00 115.75 463.00 

c) 110mm Door Bend Each 4.00 142.58 570.32 

d) 110mm dia. Floor trap Each 4.00 172.95 691.80 

76 Fixing of UPVC vent pipes Including labour & T&P 

all complete as directed by the Engineer-in-charge. 

b) 110mm Vent Cowl Nos 2.00 25.27 50.54 

77 Supplying all materials, labour, T&P for 

construction of 350mm x 350mm size Gulley trap 

chamber by K.B.Bricks masonry having crushing 

strength 75 to 99 Kg/sqcm with 250mm x 250mm 

CI grating including labour & material for fitting 

and fixing 100mm X 100mm sqare mouth SW gulley 

trap with supply of all jointing materials and 

encasing the gully trap with a block of C.C. 1:4:8 

with 40mm size hard stone metal all complete 

with providing & fixing of 450mm X 450mm precast 

RCC cover with frame as per approved design 

and specification and as per the instruction of the 

Engineer-in-charge including cost, conveyance 

taxes of all materials to site complete as directed 

by Engineer-in-charge. Each 2.00 341.35 682.70 

78 Supplying all materials, labour, T&P and 

construction of inspection chamber of the 

following sizes with cement concrete ( 1:3:6 ) using 

40mm size h.g.metal on the bed , 1st class K.B. 

brick work in cm ( 1:6 ) moulding & shaping the 

channel inside and benching with cement concrete 

( 1:2:4) using 12mm size h.g. chips, 12mm thick 

cement plaster in cm (1:3) with punning inside , 

flash pointing to out side in cm ( 1:3 ) R.C.C cover 

slab In CC ( 1:2:4 )using 12mm size h.g. chips , 

earth work in excavation in all kind of soil around 

the chamber including watering, curing, conveyance 

of all materials to the work site royalty, taxes etc. 

complete all respect as per P.H. specification and 

CONTRACTOR 


direction of E-I-C . 

a) 760mm x 760mm x 460mm Each 1.00 4189.07 4189.07 

EXTERNAL SEWERAGE DISPOSSAL:- 

79 Construction of brick masonary Soak pit of size 

49 

1.1mt.dia and 3mt. depth with R.C.C cover slab 

as 

per approved drawing & design & 

complete as per 

P.H. specification and directions of the Engineerin-charge. 

a) Inside dia. 1.10 mtr. Each 1.00 10563.30 10563.30 

EXTERNAL WATER SUPPLY 

80 Supplying all labour ,T&P and laying of GI pipe/ PVC 

pipes fittings and specials of approved make and 

testing etc complete including all costs of labour 

and materials T & P required for the work etc 

complete and as per direction of Engineer-incharge. 

a) 50mm dia G.I pipe (heavy) Mtr 300.00 320.00 96000.00 

b) 25mm PVC pipe (10kg/cm2) Mtr 290.00 120.00 34800.00 

c) 63mm PVC pipe (6kg/cm2) Mtr 500.00 110.00 55000.00 

81 Supplying all labour ,T&P and fitting and fixing of 

full way valve /sluice valve of approved make with 

supplying of all jointing materials ,T&P etc all 

complete including cost 

of f.w.v labour and 

materials T & P required for the work etc complete 


a) 50mm dia F.W.V Nos 4.00 1050.00 4200.00 

b) 25mm dia F.WV Nos 3.00 620.00 1860.00 

82 Supplying all materials, labour ,T&P and 

construction of F.W.V chamber as per approved 

drawing and design with all fittings and fixing ,T&P 

etc all complecte including cost of f.w.v labour and 

materials T & P required for the work etc complete 


a) F.W.V Chambers Nos 7.00 2000.00 14000.00 

CONTRACTOR 


50 

83 Supplying all materials, labour ,T&P and 

construction of single mouth stand post 

as per 

approved drawing and design with all fittings and 

fixing ,T&P etc all complete including cost of 

F.W.V labour and materials T & P required for the 

work etc complete and as per direction of 


a) Stand Post Nos 1.00 3000.00 3000.00 

TOTAL 83(Eighty-three) only. 

D Total= 276423.42 

TOTAL AMOUNT=(A+B+C+D)= 4672465.35 

SAY= 4672500.00 

N.B: The tenderer is required to quote only the percentage excess or less over the 

estimated cost here-below both in words and figures : 

___________________ ( _______________________________________ ) 

(in figures) 

(in words) 

No. of Correction ………………………………. 

No. of Overwriting………………………………. 

No. of Interpolation………………………………. 

CONTRACTOR

A Govt. of Orissa - Orissa Tourism Development Corporation Ltd.

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