TENDER - IGRMS

INDIRA GANDHI RASHTYRIYA MANAV 

SANGRAHALAYA 

POST BOX-2, SHAMLA HILLS, 

BHOPAL 462 013 

TENDER 

NAME OF WORK: - Construction of Third Phase of CR 

Masonry Boundary Wall including 

Check Posts/Watch Towers of 1.80 m 

height average from Ground Level & 

Barbed wire fencing on M.S. Angles over 

it in the IGRMS, Bhopal for total length 

app. 500 Mt. Starting from the edge of 

existing constructed CR Masonry wall 

toward SAF Area. 

ESTIMATED COST : Rs. 19,78,018/- 

EARNEST MONEY : Rs. 39,600/- 

ISSUED TO : 

1

No.: - F-10-06/10-Constt. Dated: 13 th August, 2010 

Name of Work: Construction of Third Phase of CR Masonry Boundary Wall 

including Check Posts/Watch Towers of 1.80 m height average 

from Ground Level & Barbed wire fencing on M.S. Angles over it 

in the IGRMS, Bhopal for total length app. 500 Mt. Starting from 

the edge of existing constructed CR Masonry wall toward SAF 

Area. 

Estimated Cost of Work: Rs. 19,78,018/- 

TENDER FORM 

Date of Publication of the Tender 13/08/2010 

Published in (1) Dainik Bhaskar (2) Nav Bharat 

Last date of application for purchase of tender form 06.09.10 (14.00 Hrs.) 

2. Last date for sale of tender form 06.09.10 (14.00 Hrs.) 

3. Last date for submission of sealed tenders 08.09.10 (15.30 Hrs.) 

4. Date of opening of the tender in the presence of the 08.09.10 (16.00 Hrs.) 

Tenderness or their representatives 

5. EMD to be enclosed with quotation Rs. 39,600/- 

6. Cost of Tender Form. Rs. 1,000 /-(Non-refundable) 

I/We hereby agree to undertake the work of Construction of Third Phase of CR 

Masonry Boundary Wall including Check Posts/Watch Towers of 1.80 m height 

average from Ground Level & Barbed wire fencing on M.S. Angles over it in the 

IGRMS, Bhopal for total length app. 500 Mt. Starting from the edge of existing 

constructed CR Masonry wall toward SAF Area at the rates/amount quoted by me/us in 

the attached schedule. I will abide by all the prescribed rules and regulations supplied by the 

Sangrahalaya. The Earnest Money Deposit for Rs. 39,600/-(Rupees thirty nine thousand six 

thousand only) drawn on………….......................…...………bearing No……………………… 

dated……………………..is enclosed. 

Signature of Contractor 

Name of the Contractor/Firm 

Seal 

Bhopal 

Dated 

……………………………………………………………………………………………...……… 

Form No…………..has been issued to Shri/M/S…………………………………...………../The 

cost of the tender form has received vide M.R. No………...........………………………….. 

dated……….…..…….. 

Accounts officer 

Indira Gandhi Rashtriya Manav Sangrahalaya 

Bhopal 

The tender detail is also available at Website www.igrms.com 

2

INDIRA GANDHI RASHTYRIYA MANAV SANGRAHALAYA 



INDEX 

Name of Work: Construction of Third Phase of CR Masonry Boundary Wall including Check 

Posts/Watch Towers of 1.80 m height average from Ground Level & Barbed 

wire fencing on M.S. Angles over it in the IGRMS, Bhopal for total length 

app. 500 Mt. Starting from the edge of existing constructed CR Masonry wall 

toward SAF Area 

------------------------------------------------------------------------------------------------------------------- 

Serial No. Contents Page No. 

------------------------------------------------------------------------------------------------------------------- 

1 INDEX 1 

2. Press Notice 2 

3. Notice inviting tenders 3 - 5 

(PWD - 6) 

4. Tender and contract 6 - 10 

5. Particular specification & 

Special conditions 11 - 15 

6. Correction slips to the general conditions 16 - 18 

of the contract 

7. List of Approved materials & 19 

specialized agencies 

8. Schedule of quantities 20 - 22 

------------------------------------------------------------------------------------------------------------------- 

Certified that this tender contains pages 1 to 22 

Director/officer authorized by the 

Director for & on Behalf of President, 

RMSS 

3

NOTICE INVITING TENDER 

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funs’kd 

Director/officer authorized by the 

Director for & on Behalf of President, 

RMSS 

4

INDIRA GANDHI RASHTYRIYA MANAV SANGRAHALAYA 



Notice Inviting Tenders 

Tender No.F-10-06/10-Constt.…………………..……….....…………Dated: 13 th Aug., 2010 

Last date of receipt of tenders: ………………………….…….…..…...08.09.2010 (15.30 Hrs.) 

1. Tenders are invited on behalf of the President, Rashtriya Manav Sangrahalaya Samiti from 

approved and eligible contractors of CPWD and those of appropriate list of P&T, MES and 

M.P. State PWD for the work of Construction of Third Phase of CR Masonry 

Boundary Wall including Check Posts/Watch Towers of 1.80 m height average 

from Ground Level & Barbed wire fencing on M.S. Angles over it in the 

IGRMS, Bhopal for total length app. 500 Mt. Starting from the edge of existing 

constructed CR Masonry wall toward SAF Area. 

2. The work is estimated to cost Rs.19,78,018 19,78,018/- (Rupees nineteen lacs seventy eight thousand 

eighteen only) the estimate, however, is given merely as a rough guide. 

3. Tenders will be issued to eligible CPWD as well as non CPWD contractors provided they 

produce definite proof from the appropriate authority which shall be to the satisfaction of 

the competent authority of having completed similar works of magnitude specified below: 

Criteria of eligibility for issue of tender documents: - 

(i) Conditions for Class-II I CPWD & 

Non-CPWD Contractors only 

(ii) For works estimated to cost above 

Tenders shall be issued to Non-CPWD contractors, 

Rs.15 lac but upto Rs. 50 lac provided they have 

satisfactorily completed three Similar works,each 

of value not less thanRs.10 lacs (Similar works 

means building work ) 

4. Agreement shall be drawn with the successful tendered on prescribed CPWD form No. 8 

which is available as a Govt. of India publication (print edition-2005). Tenderer shall 

quote his rates as per various terms and conditions of the said form, which will form part of 

the agreement. 

5. The time allowed for carrying out the work will be 6 Months from the 10 th day after the 

date of written order to commence the work or from the first date of handing over of the site, 

whichever is later, in accordance with the phasing, if any, indicated in the tender document. 

6. The Site for the work is available. 

7. Receipt of applications for issue of forms will be stopped by 16.00 Hrs. four days before the 

date fixed for opening of tenders. Issue of tender forms will be stopped three days before the 

date fixed for opening of tenders. 

Tender documents consisting of plans, specifications, the schedule of quantities of the 

various classes of work to be done and the set of terms & conditions of contract to be 

complied with by the contractor whose tender may be accepted and other necessary 

documents can be seen in the office of the Director/ Officer In Charge, Indira Gandhi 

Rashtriya Manav Sangrahalaya, Post Box 2, Shamla Hills, Bhopal between hours of 11.00 

AM & 5.00 PM everyday except on Sundays and Public Holidays. Tender documents, 

excluding standard form, will be issued from his office, during the hours specified above, on 

payment of the following: ---- 

i) Rs. 1000/- in cash as cost of tender and 

ii) 

Earnest Money of Rs. 39,600/- of scheduled bank issued in favour of Director, 

5

Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

8. The tenderer must produce an Income-Tax clearance certificate in the revised form as 

modified under Ministry of Finance O.M. No. 67/30/69/ITAL dated 2/7/1970 as amended 

from time to time before tender papers can be sold to him. 

9. Tenders, which should always be placed in sealed envelope, with the name of work and 

due date written on the envelopes, will be received by the Director, IGRMS or his 

authorized representative up to 15.30 Hrs on 08.09.2010 and will be opened by him or 

his authorized representative in his office on the 08.09.2010 at 16.00 Hrs. 

10. The Tender will be accompanied by earnest money (unless exempted), of Rs. 39,600/- 

(Rupees thirty nine thousand six hundred only) in the form of Demand Draft/ Pay order 

of a scheduled Bank issued in favor of the Director, Indira Gandhi Rashtriya Manav 

Sangrahalaya, Bhopal. The Fixed Deposit Receipt shall be accepted only if it is valid for 

six months or more after the last date of receipt of tenders and is pledged in favour of the 

Director, Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

11. The tenders and the Earnest money shall be placed in separate sealed envelopes each 

marked “Tender” and “Earnest Money” respectively. In cases where earnest money in 

cash is acceptable, the same shall be deposited with the Cashier of the Division and the 

receipt placed in the envelope meant for earnest money. Both the envelopes shall be 

submitted together in another sealed envelope. The envelope marked “Tender” of only those 

tenderers shall be opened, whose earnest money placed in the other envelope is found to be 

in order. 

12. The description of the work is as follow: Construction of Third Phase of CR 

Masonry Boundary Wall including Check Posts/Watch Towers of 1.80 m 

height average from Ground Level & Barbed wire fencing on M.S. Angles 

over it in the IGRMS, Bhopal for total length app. 500 Mt. Starting from the 

edge of existing constructed CR Masonry wall toward SAF Area. 

Copies of other drawing and documents and specifications, sample of roof tile 

pertaining to the works will be open for inspection by the tenerers at the office of the 

above mentioned officer. Tenderer are advised to inspect and examine the site and its 

surroundings and satisfy themselves before submitting their tenders as to the nature of 

the ground and sub-soil (so far as is practicable), the form and the nature of the site, 

the means of access of the site, the accommodation they may requisite and in general 

shall themselves obtain all necessary information as to risks, contingencies and other 

circumstances which may influence or affect their tender. A tenderer shall be deemed 

to have full knowledge of the site whether he inspects or not and no extra charges 

consequent on any misunderstanding or otherwise shall be allowed. The tenderer shall 

be responsible for arranging and maintaining at his own cost all materials, tools, and plants, 

water, electricity access, facilities for workers, specifically provided for in the contract 

documents. Submission of a tender by a tenderer implies that he has read this notice and all 

other contract documents and has made himself aware of the scope and specifications of the 

work to be done and of conditions and rates at which stores, tools and plant, etc. will be 

issued to him by the IGRMS and local conditions and other factors having a bearing on the 

execution of the work.. 

13. The competent authority on behalf of the President, RMSS does not bind himself to the 

tenderers received without the assignment of a reason. All tenderers in which any of the 

prescribed conditions is not fulfilled or any condition including that of conditional rebate is 

put forth by the tenderer shall be summarily rejected. 

14. Canvassing whether directly or indirectly in connection with tenders is strictly prohibited 

and the tenders submitted by the contractors who resort to canvassing will be liable to 

rejection. 

6

15. The competent Authority on behalf of the President, RMSS reserves to himself the right of 

accepting the whole or any part of the tender and the tenderer shall be bound to perform the 

same at the rate quoted. 

16. The Contractor shall not be permitted to tender for works in the Section of IGRMS 

(responsible for award and execution of contracts) in which his near relative is posted as 

Accounts officer/ or as an officer in any capacity between the grades of Adviser (E)/Chief 

Engineer, and Assistant Engineer (both inclusive). He shall also intimate the names of 

persons who are working with him in any capacity or are subsequently employed by him 

and who are near relative of any group B and A officers in the IGRMS or in the Department 

of Culture, Ministry of Tourism and Culture. Any breach of this condition by the contractor 

would render him liable to be removed from the approved list of contractors of this 

Department. 

17. No Engineer of gazetted rank or other Gazetted officer employed in IGRMS is allowed to 

work as a contractor for a period of two years after his retirement from Government Service, 

without the previous permission of the Govt. of India in writing. This contract is liable to be 

cancelled if either the contractor or any of his employees found any time to be such a person 

who had not obtained the permission of the Government of India as aforesaid before 

submission of the tender or engagement in the contractor’s service. 

18. The Tender for works shall remain open for issue of letter of acceptance for a period of 

ninety days (90 days) from the date of opening of tenders. If any tenderer withdraws his 

tender before the said period or makes any modifications in the terms and conditions of the 

tender which are not acceptable to the department, then the Government shall without 

prejudice to any other right or remedy be at liberty to forfeit 50% of the said earnest money 

as aforesaid. 

19. If the tenderer does not quote the rate for any item (s), it shall be presumed that the tenderer 

has loaded the cost of this/these item(s) on the rest items & he/they shall execute this/these 

items at Zero cost & tender shall be evaluated accordingly. 

20. Receipts of payment made on account of work, or by some other person having due authority 

to give effectual receipt for the firm. 

21. This Notice Inviting Tender shall form a part of the contract document. The successful 

tenderer/contractor, on acceptance of his tender by the Accepting authority, shall within 15 

days from the stipulated date of start of the work sign the contract consisting of; 

(a) The Notice Inviting Tender, all the documents including additional conditions, 

specifications and drawings, if any, forming the tender as issued at the time of invitation 

of tender and acceptance thereof together with any correspondence leading thereto. 

(b) 

Standard CPWD form 8 (print edition-2005) as referred to at Sl. No. 2(xiii) of schedule 

‘F’ at page-15 hereof. 

Director/officer authorized by the Director 

for & on Behalf of President, RMSS 

Note: 

The tenderer while submitting their tender must see that all columns and space left for 

them / should invariable by filled up and signed as and where required. Incomplete tender 

forms will liable to be rejection . 

7

Text of form CPWD 8 

Item Rate Tender & Contract for works 

Tender for the work of: 

Construction of Third Phase of CR Masonry Boundary Wall 

including Check Posts/Watch Towers of 1.80 m height average from 

Ground Level & Barbed wire fencing on M.S. Angles over it in the 

IGRMS, Bhopal for total length app. 500 Mt. Starting from the edge 

of existing constructed CR Masonry wall toward SAF Area. 

(i) 

(ii) 

To be submitted by 15.30 hours on 08/09/10 to The Director, Indira Gandhi Rashtriya 

Manav Sangrahalaya, Post Box-2, Shamla Hills, Bhopal or his Authorized representative. 

To be opened in present of tenderers who may be present at 16.00 Hrs on 08/09/10 in the 

Office of the Director, Indira Gandhi Rashtriya Manav Sangrahalaya, Shamla Hills, Bhopal. 

Issued to (Contractor) 

M/S 

…………………………………....…… 

.………………………………………... 

…………………………..…………….. 

.………………………………………... 

Signature of officer issuing the documents.................................... 

Designation .................................................................................... 

Dated of issue…………………..................................................... 

Tender 

I/we have read and examined the Notice inviting tender, specifications applicable, drawings & 

Designs, General rules and Directions, Condition of Contract, Clauses of contract, Special conditions, 

annexure-1 and all other contents in the tender document for the work. 

I/We hereby tender for execution of the work specified for the President of RMSS within the 

time specified and in accordance in all respects with the specifications, designs, drawing and instructions 

in writing referred to in Rule-1 of General Rules and Directions and in Clauses of the conditions of 

Contract and with such material are as provided for, by, and in respect in accordance with, such 

conditions so far as applicable. 

We agree to keep the tender open for ninety days from the due date of submission and not to 

make any modifications in its terms and conditions. 

A sum of Rs. 39,600/- (Rupees thirty nine thousand six thousand only) is hereby forwarded 

in Demand Draft issued by.……......………............................................................................Bearing 

No..................................................…dated…...............................as EARNEST MONEY. If I/We fail to 

commence the work specified, I/We agree that the said President of RMSS or his successors in office 

shall without prejudice to any other right or remedy, be at liberty to forfeit the said earnest money 

absolutely otherwise the said earnest money shall be retained by him towards security deposit to execute 

all the works referred to in the tender documents upon the terms and conditions contained or referred to 

therein and to carry out such deviations as may be ordered, upto maximum of the percentage mentioned 

in Schedule ‘F’ and those in excess of that limit at the rates to be determined in accordance with the 

8

provision contained in clause 12.2 and 12.3 of the tender form. 

I/We hereby declare that I/We shall treat the tender documents drawings and other records 

connected with the work as secret/confidential documents and shall not communicate 

information/derived there from to any person other than a person to whom I/We am/are authorized to 

communicated the same or use the information in any manner prejudicial to the safety of the State. 

I/We agree that should I/We fail to commence the work specified in the above memorandum, an 

amount equal to the amount of the earnest money mentioned in the form of invitation of tender shall be 

absolutely forfeited to the President of RMSS be recovered without prejudice to any other right or 

remedy available in law out of the deposit in so far as the same may extend in terms of the said bond and 

in the event of deficiency out of any other money due to me/us under this contract or otherwise. 

Dated......................... Signature of the Contractor 

Postal Address 

Witness………………………………… 

Address………………………………… 

Occupation: …………………………… 

Acceptance 

The above tender (as modified by you as provided in the letters mentioned hereunder) is 

accepted by me for and on behalf of the President, RMSS for a sum of Rs.............................................. 

(Rupees..........................................................................................) 

The letters referred to below shall for part of this contract Agreement: 

1 INDEX 

2. Press Notice 

3. Notice inviting tenders 

4. Particular specification & Special conditions 

5 Correction slips to the general conditions of the contract 

6. List of Approved materials & specialized agencies 

7. Schedule of quantities 

8. Standard CPWD contract form 8 as modified & corrected upto..2005. 

9. ………………………………………………….. 

Dated: 

Director or his representative 

For & on behalf of President RMSS 

Schedule A 

Schedule of quantity (Enclosed) Page No. 20 to 22 

Schedule B 

Schedule of materials to be issued to the Contractor: 

Sr. No Description of Items Quantity Rates in figures & words at which the Place of Issue 

material will be charged to the 

contractor 

1 2 3 4 5 

9

Schedule C 

Tools and plants to be hired to the contractor 

Sr. No Description Hire charges per day place of issue 

1 2 3 4 

Schedule D 

Extra schedule for specific requirements/document for the work if any -----Nil------ 

Schedule E 

Schedule of component of Materials, Labor etc. for escalation 

Clause 10CC 

Component of materials expressed as per cent to totalValue of work 

Cancelled.........................% 

Component of labor expressed as percent of total 

Value of work “Y” ........................% 

Component of POL expressed as percent of total 

value of work “Z” .........................% 

Schedule F 

Reference to General Conditions of contract 

Name of work: Construction of Third Phase of CR Masonry Boundary Wall including 

Check Posts/Watch Towers of 1.80 m height average from Ground 

Level & Barbed wire fencing on M.S. Angles over it in the IGRMS, 

Bhopal for total length app. 500 Mt. Starting from the edge of existing 

constructed CR Masonry wall toward SAF Area. 

Estimated cost of work….... Rs. 19,78,018/- 

Eernest Money…………… 

Rs. 39,600/- (Rupees thirty nine thousand six thousand only) 

Security Deposit: 

A sum @ 10% of gross amount of the bill shall be deducted from 

each running bill of contractor till the sum along with sum already 

deposited as earnest money shall amount to security deposit of 

5% of the tendered value of the work. In any case Bank 

guarantee shall not be accepted as security deposit. 

Performance guarantee: The contractor shall be required to deposit an amount equal to 5% 

of the tendered value of work as performance guarantee in the form of an irrevocable Bank 

guarantee bond of any scheduled bank or State Bank of India in accordance with the form 

prescribed or in cash or in the form of Govt. security, Fixed deposit receipt etc., within 15 days of 

the issue of letter of acceptance. This period can be further extended by Engineer-in-chagrge upto a 

maximum of 7 days on written request of the contractor. 

10

General Rules & Directions 

Officer inviting tender: Director, Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal 

Maximum percentage for quantity of items of 

work to be executed beyond Which rates are to 

be determined in accordance with Clauses 12.2. & 12.3: See below 

Definitions: 

Clause 1 

(i) Time allowed for submission of performance guarantee 

From the date of issue of letter of acceptance in days 

: 15 days 

(ii) Maximum allowable extension beyond the period as 

Provided in (i) above in days 

: 7 days 

2(v) Executive Engineer: Adviser (E)/Officer In Charge 

2(vii) Accepting Authority Director, Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal 

2(x) Percentage on cost of materials and labor to cover all over-head and profits. -- 10 % 

2(xi) Standard Scheduled of Rates DSR 2007 (CPWD) ammended from time to time 

2(xii) Department 

Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal 

9(xiii) Standard CPWD contract form 8 as modified & corrected upto..2005. 

(The CPWD Form 8 will be the part of the agreement, which can be seen in the office of the Director, 

IGRMS Bhopal). 

Clause 2 

Authority or fixing compensation under Clause 2 : Director, IGRMS, Bhopal 

Clause 2A 

Whether clause 2A shall be applicable : YES 

Clause 5 

Time allowed for execution of work..... : 6 Months 

Authority to give fair & reasonable extension of 

Time for completion of work Director, IGRMS Bhopal 

Clause 7 

Gross work to be done together with net payment/adjustment 

of advance for material collected, if any, since the last such 

Payment for being eligible to interim payment ……. 75% of the assessed value 

Clause 11 

Specifications to be allowed for Execution of work CPWD Specification 1997 

Clause 12 

12.1.2(iii) Schedule of rates determining rates for As per schedule ‘F’ 

Additional, altered or substituted 

Items that cannot be determined under 12.1.2(i) & (ii) 

12.1.2(iii) Plus/minus the% over the rates 

Entered in the Schedule of rates 

12.1.2(vi) A. Deviation Limit beyond which sub-clauses 

(i) to (v) shall not apply and clauses12.2 & 12.3 shall apply 

12.1.2(vi) B(a) Limit for value of any item of any individual trade 

beyond which sub clauses (i) to (v) shall not apply 

and clauses 12.2 & 12./3 shall apply 

11

Clause 16 

Competent Authority for deciding reduced rates: Director, IGRMS, BHOPAL. 

Clause 36(i) 

S.No. Minimum 

Qualifications 

of Technical 

Representative 

Discipline 

Designation 

(Principal 

Technical/ 

Technical 

representative) 

Minimum 

experience 

Number 

Rate at which recovery shall 

be made from the contractor in 

the event of not fulfilling 

provision of clause 36(i) 

Figures Words 

1. Graduate 

Engineer 

CIVIL 

Principal 

Technical 

representative 

5-years ONE Rs.15000/- PM Rupees fifteen 

Thousand Per 

Month 

“Assistant Engineer retired from Government services that are holding Diploma will be treated at per 

with Graduate Engineers.” 

Clause 42 

(i) (a) Schedule/statement for determining theoretical quality or 

Cement & bitumen on the basis of Delhi Schedule of 

Rates 2002 printed by CPWD 

(ii) Variation permissible on theoretical quantities. 

(a) Cement for works with estimated cost put to 

Tender not more than Rs.5 lakhs 

3% plus/minus 

For works with estimated cost up to tender 

More than Rs. 5lakhs 2% plus/minus 

(b) Bitumen for all/works 2.5% plus only &Nil on minus side 

(c) Steel reinforcement and structural steel 

Sections for each diameter, section and category 2% plus/minus 

(d) All other materials NIL. 

RECOVERY RATES FOR QUANTITIES BEYOND PERMISSIBLE VARIATION 

Rates in figures and words at which 

Sr. 

No. 

Description of items 

recovery shall be made from the contractor 

Excess beyond 

permissible 

variation 

Less use beyond the 

permissible variation 

1. 

Cement 

……… 

………… 

2. 

Steel reinforcement 

……… 

………… 

3. 

Structural sections. 

……… 

………… 

4. 

Bitumen issued free 

……… 

…..….. 

5. 

Bitumen issued at stipulated fixed price 

…….... 

12

PARTICULAR SPECIFICATION & SPECIAL CONDITIONS 

1. General 

1.1 Wherever any reference to any Indian Standard Specification occurs in the documents relating to 

this contract, the same shall be inclusive of all amendments issued there-to or revisions thereof, if any, up to 

the date of receipt of tenders. 

1.2 The contractor shall work according to the programme of work as approved by the Engineer-incharge, 

for which purpose, the contractor shall submit a tentative programme of the work within 15 days form 

the stipulated date of start of the work. 

1.3 The contractor shall take instructions from the Engineer-in-charge for stacking of materials at site. 

No excavated earth or building materials shall be stacked on areas where the buildings, roads, services or 

compound walls are to be constructed. 

1.4 If as per municipal rules the huts for labour are not to be erected at the site of work by the 

contractors, the contractors shall provide such accommodation at such locations as are acceptable to local 

bodies, for which nothing shall be payable. 

1.5 Unless otherwise provided in the Schedule of quantities, the rates tendered by the contractor shall 

be all inclusive and shall apply to all heights, lifts, leads and depths of the building and nothing shall be 

payable to him to his on this account. However, payment for centering, shuttering, if required to be done for 

floor heights greater than 3.5 m, shall be admissible at rates arrived at, in accordance with clause 12 of the 

agreement, if not already specified otherwise. 

1.6 The working drawings appearing at Para 8.1 (iii) of conditions of contract in the form CPWD-8, 

shall mean to include both architectural and structural drawings respectively. The structural and difference 

noticed between architectural and structural drawings, final decision, in writing of the Engineer-in-charge shall 

be obtained by the contractor before proceeding further. 

1.7 Samples for particular items of work shall be prepared, for prior approval of the Engineer-incharge 

before taking up the same on mass scale and nothing shall be payable on this account. 

1.8 The contractor shall use material as specified in the schedule of quantity and that given in the list 

of approved materials. (Appendix-I page 35-38). For other materials if ISI marked products are available, the 

contractor shall use only ISI marked product. In other case, the materials shall conform to CPWD 

specifications. In case a materials/product is neither covered by ISI nor by CPWD specification, the work shall 

be carried out as per sound engineering practice, in which case the decisions of the Engineer-in-charge shall be 

final & binding. 

1.9 Some restrictions may be imposed by imposed by the security staff etc. on the working and for 

movement of labour, materials etc. The contractor shall be bound to follow all such restriction/ instructions 

and nothing extra shall be payable on this account. 

1.10 Unless otherwise specified all materials (e.g. stone and other materials) obtained in the work of 

dismantling, excavation etc. shall be considered Government’s property and shall be neatly stacked at site & in 

the manner as decide by the Engineer-in-charge. 

1.11 The contractor shall make his own arrangements for obtaining electric connections, if required, 

and make necessary payments directly to the department concerned. 

1.12 Other agencies may also be executing simultaneously on some other related works such as 

electrical cable laying, street lighting and horticulture works for the same project. The contractor shall extend 

necessary co-operation to them without any claim on this account. 

1.13 Cast iron pipes and fittings without ear shall be used. However, pipes and fittings with ears may 

be accepted without any extra payment. In such cases, clamps are not required and no extra payment shall be 

13

made for fixing the pipes in a different manner. 

1.14 Any cement starry added over base surface for bond or for continuation of concreting, its cost 

shall be deemed to have been included in the respective items, unless specified otherwise and nothing extra 

shall be payable nor extra cement shall be considered in the cement consumption on this account. 

1.15 Stacking of materials and excavated earth including its disposal shall be done as per the directions 

of the Engineer-in-charge. Double handling of materials or excavated earth if required shall have to be done by 

the contractor at his own cost. 

1.16 No claim for idle establishment & labour, machinery & equipments, tools & plants and the like, 

for any reason whatsoever, shall be admissible during the execution of work as well as after its completion. 

1.17 TESTING OF MATERIALS 

Samples of various materials required for testing shall be provided free of charge by the 

contractor. Testing charges, if any, shall be borne by the contractor. All other expenditures required to be 

incurred for taking the samples; conveyance, packing etc. shall be borne by the contractor himself. (This 

supersedes provision of clause 10A of General Conditions of Contract for CPWD works (CPWD-8). 

2.0 FLOORING, SKIRTING, VENEERING, DADO, RISERS & STEPS, JAMBS SILLS & 

SOFFITS 

2.1 Nothing extra shall be payable for using combination of marble, granite, kota, sand stone slabs & 

ceramic tiles etc. in the required pattern at various locations. 

2.2 Nothing extra will be paid for the additional thickness of bed mortar that will be required to 

achieve uniform finished surfaces on account of difference inspecified thickness of marble, 

granite, kota stone, and stone & ceramic tiles etc. 

2.3 Flooring in toilets verandah, kitchen, courtyard etc. shall be laid to the required slope/gradient as 

per the directions of the Engineer-in-charge. 

2.4 The pattern, spacing and locations of joints shall be as per drawings and direction of the 

Engineer-in-charge. 

3.0 STEEL WORK 

3.1 The rate of T/L iron frame shall include the cost of materials & labour of the following. 

(a) 

M.S. tie of 16 mm dia. bar shall be welded to M.S. frames at 

the bottom to keep the frames in vertical position. The tie shall be embedded in floor concrete. No 

tie shall be necessary for window frames. 

(b) 

M.S. frame for doors shall have 4 Nos. M.S. lugs 15 x 3 mm., 

10 cm long, welded to each vertical member of the frame. 

(c) 

The M.S. plate cramps 15 x 6 mm thick for holding 

arrangements shll be provided and welded as per site conditions. 

4.0 WATER PROOFING TREATMENT 

The water proofing items shallbe got done through the firms approved by the Director, Indira 

Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

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4.1 INTEGRAL CEMENT BASED WATER PROOFING TREATMENT 

4.1.1 The proprietary waterproofing compound shall preferably bear ISI mark or shall conform to I.S. 

2645-1975. Water proofing compound shall be brought to site prior to commencement of work, 

from which random sample would be got tested to ascertain its conformity to the relevant I.S. 

code. The proprietary water proofing compound shall be added at the rate recommended by the 

manufacturing firm, but not exceeding 3 percent by weight of cement. Water proofing compoun 

shall be kept under double lock & key & record of its issue shall be kept in the same manner as 

for issue of cement. 

4.1.2 While doing treatment of roof surface, it shall be ensured that the outlet drain pipes have been 

fixed and mouths at the entrance have been eased and rounded off properly for easy flow of 

water. 

4.1.3 The surface where the water proofing is to be done shall be thoroughly cleaned with wire brushes. 

All loose scales shall be removed and dusted off. The surface shall be treated with neat cement 

slurry admixed with proprietary water proofing compound, to penetrate into crevices and fill up 

all the pores in the surface. This cement slurry shall also be applied at the junction of parapet and 

terrace slab including the vertical face of the parapet. 

4.1.4 After the slurry coat is laid, layer of well burnt brick bats shall be laid to required gradient and 

joints filled to falf the depth, in cement mortar of mix as specified by the manufacturing firm, but 

not leaner than 1:5 (1 cement : 5 coarse sand) duly admixed with proprietary waterproofing 

compound . The brickbat layer shall be rounded at the junction with parapet and merged with the 

treatment to be provided on the parapet up to 300mm height. Curing of this layer shall be done for 

3 days. 

4.1.5 After curing, the surfaces shall be applied with a coat of cement slurry admixed with proprietary 

water proofing compound. 

4.1.6 Joints of brick bats layer shall be filled fully with cement mortar of mix as specified by the 

specialist firm but not leaner than 1:4 (1 cement : 4 coarse sand) admixed with proprietary water 

proofing compound and finally top finished with average 20 mm thick layer of same mortar and 

finished smooth with cement slurry admixed with proprietary water proofing compound. The 

finished surface shall have marking of 300 x 300 mm false squares. 

4.1.7 Curing of water proofing treatment, thus completed, shall be done for a minimum period of ten 

days. 

4.1.8 The finished surface, after water proofing treatment, shall have minimum slope of 1 in 80. At no 

point, shall the thickness of water proofing treatment, be less than 65 mm. 

4.1.9 The measurements shall be taken along the finished surface of treatment including the rounded 

and tapered portion at junction of parapet wall. Length and breadth shall be measured correct to 

one centimeter and area shall be worked out to nearest 0.01 sqm. No deduction in measurements 

shall be made for either openings or recesses for chimneys, stacks, roof lights and the like for 

areas up to 0.40 sqm. Nothing extra shall be paid, for forming such openings. For similar areas 

exceeding 0.04 sqm. Deduction shall be made in measurements for full openings and nothing 

extra shall be paid making such openings. 

4.1.10 The rate shall include the cost of all labour and materials involved in all the operations described 

15

above. 

4.1.11 GUARANTEE FOR WATER PROOFING TREATMENT 

The contractor shll give Ten years performance guarantee in the prescribed proforma (specimen 

appended) for the water proofing treatment. In addition 10% (Ten percent) of the cost of these 

items shall be retained as security, to watch the performance of the work execute. However, half 

of this amount (withheld) shall be released after five years, after the completion of the work, if no 

defect comes to the notice. If any defect is noticed during the guarantee period, it shall be got 

done by other agency at the risk and cost of the contractor. In any case the guaranteeing firm 

during the guarantee period shall inspect and examine the treatment once every year and make 

good any defect observed. However, the 10% security deposit referred above can be replaced with 

bank guarantee of equivalent amount for relevant period. 

5.0 CUT BRICK (MARUKONA) 

Wherever cut brick (Marukona), as required under para 6.24.7 of C.P.W.D. Specifications 1996 

Vol.II, is not feasible, on account of available quality of bricks, the same shall be replaced by 

cement concrete 1:2:4 and no extra payment for the provisions of C.C. 1:2:4 shall be made nor 

would the quantity of C.C. 1:2:4 thus provided be deducted from measurements of brick work. 

7.0 VARIATION IN CONSUMPTION OF PIG LEAD 

The pig lead for caulking of joints of SCI pipes shall be issued as per theoretical consumption for 

SCI pipes of size 100 mm, 75 mm & 50 mm, @ 0.98 kg. , 0.88 kg and 0.77 kg. per joint 

respectively. Over and above the theoretical quantities of lead as worked out, a variation of 5% 

shall be allowed for wastage etc. Any difference between the actual consumption of pig lead and 

theoretical consumption worked out on the above basis, including the authorised variation shall be 

recovered at the rate mentioned under schedule “F”. Where the pig lead is arranged by the 

contractor, variation of 5% will be allowed. In case variation is no lesser side, the quantity of less 

pig lead used shall be whose decision in the matter shall be final & binding. 

8.0 PAINT BROUGHT BY THE CONTRACTOR 

8.1 The contractors shall bring sufficient quantity of paint of brand & a shade approved by Engineerin-charge 

prior to the commencement of work & keeps it in his stores at site. 

8.2 The paint shall be issued to the contractor from time to time according to requirements for the 

work in the same manner as followed for issue of cement. 

8.3 Expty containers shall not be removed without the written permission of the Engineer-in-charge. 

9.0 FIXING OF SCI/CI PIPE 

The SCI/CI pipes and G.I. pipes, wherever necessary, shall be fixed to RCC columns, beams etc. 

with rawl plugs, or appropriate fasteners as approved by Engineer-in-charge, and nothing shall be 

payable on this account. 

CONDITIONS FOR STEEL: - 

1. The contractor shall procure steel reinforcement bars, conforming to relevant BIS codes from main 

producers (i.e. SAIL/RINL/TISCO/IISCO) as approved by the Ministry of Steel and Secondary 

producers or re-rollers having valid BIS licence. For TMT bars conforming to relevant BIS code, 

procurment shall be made from main producers and secondary producers having valid BIS licence. 

The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all 

supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the 

Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results 

16

indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand 

rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from 

written orders from the Engineer-in-charge to do so.. 

2. The steel reinforcement shall be brought to to the site in bulk supply of 10 tones or as decided by the 

Engineer-in-charge. 

3. Bars of different size and length shall be stored separately to facilitate easy counting and checking. 

4. For checking nominal mass tensile strength, bend test, re-bend test etc. specimen of sufficient length shall 

be cut from each size of the bar at random at frequency not less that specified below: 

Size of Bar For consignment below 100 tones For consignment over 

100 tones 

Under 10 mm dia 

One sample for each 25 tones or 

part thereof 

One sample for each 40 tones 

or part thereof 

Under 16 mm dia 

Over 16 mm dia 


part thereof 


part thereof 





5. The contractor shall supply free of charge the steel required for testing. Thew cost of tests shall be born by 

the contractor /Department in the manner indicated below: 

(a) By the contractor, if the results show that the steel does not conform to relevant BIS codes. 

(b) By the Department, if the results show that the steel conforms to relevant BIS codes. 

6. The actual issue of consumption of steel on work shall be regulated and proper accounts maintained as 

provided in clause 10 of the contract. The theoretical consumption of steel shall be worked out as per 

procedure prescribed in clause 42 the contract and shall be governed by conditions laid therein. 

7. Steel bought to site and steel remaining unused shall not be removed from site without the written 

permission of the Engineer-in-charge. 

8. For the purpose of payment the actual weight of the steel reinforcement / structural steel sections / plates / 

bolts & nuts shall be measured as follows: 

For arriving at the unit weight, the actual weight per metre of each steel section and the 

reinforcement of the various steel diameters shall be measured for three random samples collected (for 

each type of steel section and each diameter of the steel reinforcement) from each lot of particular steel 

section and particular diameter of steel reinforcement brought to site for use in the work. For this, each 

sample (one sample consisting of three specimens) of steel section and sample for each diameter of the 

steel reinforcement shall be cut to required length and weighted and average weight calculated and 

recorded. The average weight for each type of steel section and steel reinforcement of each diameter shall 

be taken as actual weight per metre of that steel section and that diameter of the steel reinforcement. 

For MS plates the weight per square metre shall be calculated from three random samples, as per 

other steel sections. The weighted average shall than be calculated for each lot of material received at site 

of work and used in the work and unit weight shall be modified accordingly. However for the purpose of 

payment the weighted unit weight (calculated as described above) and the unit weight as per the standard 

catalogue/table in the IS Code which ever is less shall be adopted. The decision of the engineer-in-charge 

qas regards the random samples and average weight shall be final and bindking on the contractor and no 

claim o any kind shall be entertained from the contractor in this regard. 

17

CORRECTION SLIPS TO GENERAL CONDITIONS OF CONTRACT 

FORCENTRAL P.W.D. WORKS-2005 

CLAUSE/SUB PAGE New/modi 

MODIFIED TEXT 

CLAUSE -NO fied para 

2 A 

Incentive 

For early 

Completion 

17 New In case, the contractor completes the work ahead of scheduled 

completion time, a bonus @ 1% (one percent) of the tendered 

value per month computed on per day basis, shall be payable to 

the contractor, subject to a maximum limit of 5% (five percent) 

of the tendered value. The amount of bonus, if payable, shall be 

paid along with final bill after completion of work. 

Completion of work for above purpose would mean completion of 

work in all respects as per agreement including removal / 

rectification of defects / deficiencies. 

If a provisional completion certificate has been recorded with 

certain defects and deficiencies yet to be removed / rectified, the 

contractor shall take prompt action on the same and intimate to the 

Engineer-in-charge the date on which such removal / rectification 

has been completed. 

The Engineer-in-charge, after inspection shall record a certificate 

in MB to this effect indicating therein the date on which the 

removal / rectification of the defects / deficiencies was completed by 

the contractor. Only this certified date shall be taken as effective 

date of completion for the purpose of ‘bonus’ clause. 

Provided always that provision of the Clause 2 A shall be 

applicable only when so provided in “Schedule F’. 

Para 10 Modified Applicable for item Rate Tender only (CPWD-8) – In the case of 

item Rate Tenders, only rates quoted shall be considered. 

Any tender containing percentage below / above the rates 

quoted is liable to be rejected. Rates quoted by the 

contractor in item rate tender in figures and words shall be 

accurately filled in so that there is no discrepancy in the rates 

written in figures and words. However, if a discrepancy is 

found, the rates which correspond with the amount worked 

out by the contractor shall unless otherwise proved be taken 

as correct. If the amount of an item is not worked out by the 

contractor or it does not correspond with the rates written 

either in figures or in words, then the rates quoted by the 

contractor in words shall be taken as correct. Where the 

rates quoted by the contractor in figures and in words tally 

but the amount is not worked out correctly, the rates quoted 

by the contractor will unless otherwise proved be taken as 

correct and not the amount. In event no rate has been quoted 

for any item(s), leaving space both in figure(s), word(s) and 

amount blank, it will be presumed that the contractor has 

included the cost of this / these item(s) in other items and rate for 

such item(s) will be considered as zero and work will be required 

18

to be executed accordingly. 

Clause 36 Modified Contractors Superintendence, Supervision, Technical staff & 

Employees 

(i) The contractor shall provide all necessary superintendence 

during execution of the work and all along thereafter as may be 

necessary for proper fulfilling of the obligations under the 

contract. 

The contractor shall immediately after receiving letter of 

acceptance of the tender and before commencement of the work, 

intimate in writing to the Engineer-in-Charge the name(s), 

qualifications, experience, age, address(s), and other particulars 

alongwith certificates of the principal technical representative to 

be in charge of the work and other technical representative(s) 

who will be supervising the work. Minimum requirement of 

such technical representative(s) and their qualifications and 

experience shall not be lower than specified in Schedule-F. The 

Engineer-in-Charge shall within 3 days of receipt of such 

communication intimate in writing his approval or otherwise of 

such representative(s) to the contractor. Any such approval may 

at any time be withdrawn and in case of such withdrawal the 

contractor shall appoint another such representative(s) according 

to the provisions of this clause. Decision of the tender accepting 

authority shall be final and binding on the contractor in this 

respect. Such a principal technical representative and other 

technical representative(s) shall be appointed by the contractor 

soon after receipt of the approval from Engineer-in-Charge and 

shall be available at site before start of work. 

All the provisions applicable to the principal technical 

representative under the Clause will also be applicable to other 

technical representative(s). The principal technical 

representative and other technical representative shall be 

present at the site of work for supervision at all times when 

any construction activity is in progress and also present 

himself / themselves, as required, to the Engineer-in-Charge and 

/ or his designated representative to take instructions. 

Instructions given to the principal technical representative or 

other technical representative(s) shall be deemed to have the 

same force as if these have been given to the contractor. The 

principal technical representative and other technical 

representative(s) shall be actually available at site fully during 

all stages of execution of work, during recording / checking / 

test checking of measurements of works and whenever so 

required by the Engineer-in-Charge and shall also note down 

instructions conveyed by the Engineer-in-Charge or his 

designated representative(s) in the site order book and shall affix 

his /their signature in token of noting down the instructions and 

in token of acceptance of measurements / checked 

measurements / test checked measurements. The 

representative(s) shall not look after any other work. 

Substitutes, duly approved by Engineer-in-Charge of the 

work in similar manner as aforesaid shall be provided in 

event of absence of any of the representative(s) by more than 

two days. 

19

If the Engineer-in-Charge, whose decision in this respect is final 

and binding on the contractor, is convinced that no such technical 

representative(s) is / are effectively appointed or is/ are 

effectively attending or fulfilling the provision of this clause, a 

recovery (non-refundable) shall be effected from the contractor 

as specified in Schedule ‘F’ and the decision of the Engineer-in- 

Charge as recorded in the site order book and measurements 

recorded checked / test checked in Measurement Books shall be 

final and binding on the contractor. Further if the contractor fails 

to appoint suitable Principal technical representative and / or 

other technical representative(s) and if such appointed persons 

are not effectively present or are absent by more than two days 

without duly approved substitute or do not discharge their 

responsibilities satisfactorily, the Engineer-in-Charge shall have 

full powers to suspend the execution of the work until such date 

as suitable other technical representative(s) is / are appointed and 

the contractor shall be held responsible for the delay so caused to 

the work. The contractor shall submit a certificate of employment 

of the technical representative(s) alongwith every on account 

bill / final bill and shall produce evidence if at any time so 

required by the Engineer-in-Charge. 

20

LIST OF APPROVED MATERIALS & SPECIALIZED AGENCIES 

Note : 

1. The Contractor shall obtain prior approval from the Engineer-in-charge before 

placing order for any specific material or engaging any of the specialized agencies. 

2. Wherever applicable, the Engineer-in-charge may approve any material equivalent to 

that specified in the tender subject to proof being offered by the Contractor for 

equivalence to his satisfaction. 

3. Unless otherwise specified, the brand/make of the material as specified in the item 

nomenclature, in the particular specifications and in the list of approved materials 

attached in the tender, shall be used in the work. 

4. In case on non availability of the brand specified in the contract the Contractor shall 

be allowed to use alternate equivalent brand of the material subject to submission of 

documentary evidence of non-availability of the specified brand. Necessary cost 

adjustments on account of above change shall be made for the material, if required. 

A. MATERIALS: BRAND/MAKE 

1. Ordinary Portland Cement ACC, Gujarat Ambuja, Ultra Tech, Birla, 

Japee 

2. White Cement JK, Birla 

3. Water Proofing Compound (Liquid) Pidiproof Ltd., Cico 

4. Reinforcement Steel TISCO, SAIL, RINL or secondary 

producers having valid BIS license. 

5. Structural Steel TISCO, SAIL, RINL, JINDAL or 

secondary producers having valid BIS 

license. 

6. Pre-laminated Particle Board Novapan, Eco Board 

7. Synthetic Enamel Paints ICI(Dulux), Asian (Apcolite), Berger 

(Luxol) Nerolac (NST) 

8. PVC Rain Water Pipe & Fitting Finolax, Classic of Kisan 

9. Primer Asian, ICI, Berger, Nerolac 

10. Oil Bound Distemper Asian(Tractor), ICI (Maxi 

lite), 

Berger (Bison), 

Nerolac 

11. Acrylic Emulsion Paint Asian (Royale), ICI (Velvet), Berger 

(Luxol Silk), Nerolac (Allscapes) 

12. Synthetic Plaster Eurofin, Spectrum, Nitco 

13 Pressed clay tiles. As per sample approved and available at 

IGRMS, office. 

14 G.I. Barbed wire Good Quality with subject to aproval by 

representative of IGRMS. 

21

Schedule of Quantity Anexure-I 

Name of Work: Construction of Third Phase of CR Masonry Boundary Wall including Check 

Posts/Watch Towers of 1.80 m height average from Ground Level & Barbed 

wire fencing on M.S. Angles over it in the IGRMS, Bhopal for total length app. 

500 Mt. Starting from the edge of existing constructed CR Masonry wall 

toward SAF Area. 

S.No. Particulars of Items Quantity Rate Amount 

1. Earth work in excavation by mechanical means 

(Hydraulic excavator)/ manual means in foundation 

trenches or drains (not exccding 1.5 m in width or 10 

Sqmt on plan) including dressing of sides and ramming 

of bottoms, lift upto 1.5 m, including getting out the 

excavated soil and disposal of surplus excavated soil as 

directed, within a lead of 50 m. 

207.26 

cum 

a) All kind of soil. 

2. Excavation work in foundation trenches or drains not 

exceeding 1.5m in width or 10 sqmt. on plan including 

dressing of sides and ramming of bottoms lift upto 1.5 

m, including getting out the excavated soil and disposal 

of surplus excavated soils as directed, within a lead of 

50m. a) Ordinary rock 

112.5 

cum 

3. Providing and laying damp-proof course 50mm thick 

with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 

graded stone aggregate 20mm nominal size). 

250.00 

Sqmt. 

4. Providing and laying in position cement concrete of 

specified grade excluding the cost of centering and 

shuttering- All work upto plinth level. 

(a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone 

aggregate 40 mm nominal size) 

30.29 

Cum 

5. Providing and laying cement concrete in retaining 

walls, return walls, walls (any thickness) including 

attached pilasters, columns, piers, abutments, pillars, 

posts, struts, buttresses, string or lacing courses, 

parapets, coping, bed blocks, anchor blocks, plain 

window sills, fillets etc. upto floor five level, excluding 

the cost of centring shuttering and finishing : 

21.20 

cum 

a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone 

aggregate 20 mm nominal size) 

22

6. Centering and shutering including strutting, propping 

etc. and removal of form for: 

(a) Small lintels not exceeding 1.5m clear span, 

moulding as in cornices, window sills, string courses, 

bands, copings, bed plates, anchor blocks and the like. 

218 Sqmt. 

7. Coursed rubble masonry (second sort) with hard stone 

in foundation & plinth with: 

(a) cement motor : 1:6 (1 cement : 6 coarse sand) 542.40 

Cum 

8. Extra for coursed rubble masonry with hard stone (first 

or second sort) in superstructure above plinth level and 

upto floor five level. 

341.80 

Cum 

9. Steel work welded inbuild up sectins/framed work 

including cutting, hoisting, fixing inposition and 

applying a priming coat of approved steel primer using 

structural steel etc. as required. 

2849.08 

Kg. 

(a) In gratings, frames, guard bar, ladder, railings, 

brackets, gates and similar works. 

10. Reinforcement for R.C.C. Work including staightening, 

cutting, bending, placing in position and binding all 

complete. 

158 Kg. 

(a) Thermo-Mechanically Treated bars. 

11 12mm cement plaster of mix: 

331 Sqmt 

(a) 1:6 (1 cement : 6 coarse sand) 

12 Painting wih aluminium paint of approved brand and 

manufacture to given an even shade. 

194.92 

Sqmt 

(a) Two or more coats on new work. 

13 Dismantling of old existing G.I. chain link fencing with 

angle Iron post embedded in C. C. with G.I. chain link 

fencing of 2" x 2" block with G.I. wires, barbed wires 

etc. complete including stacking at suitable place 

separately for auction etc. complete. 

500 Rmt. 

23

14 Providing and fixing of G.I. Barbed wire in 3 rows 

between the posts fitted & fixed with GI stapless, U 

nails, turn buckles etc. complete as directed by Engineer 

In Charge. 

300 Kg. 

15 Labour rate for fixing of old G.I. Barbed wire in 3 rows 

between the posts fitted & fixed with GI Stapless, U 

nails, turn buckles etc. complete as directed by Engineer 

In Charge. 

1500 Mtr. 

Total : 

(Total in figures……………………………………………………….………...…………….…………….) 

Date : 

Signature of Tenderer 

Name & Address 

Should this tender be accepted, I/We hereby agree to abide by and fulfill all the terms and 

previsions of the said conditions of contract annexed here to or in default thereof, to forfeit and pay the 

President of RMSS or his successors the penalties or damage or money mentioned in the said columns. 

Signature of Witness 


Signature of Tenderer 


24

TENDER - IGRMS

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