TENDER FORM - IGRMS

No.: - F-10-08/09-Constt. Dated 19 th September, 2012 

Name of Work: Construction of Bhuta House near Mythological Trail in the Indira 

Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

Estimated Cost of Work: Rs. 15,22,500/- 

TENDER FORM 

Date of Publication of the Tender 19/09/2012 

1. Last date of application for purchase of tender form 26.09.12 (13.30 Hrs.) 

2. Last date for sale of tender form 26.09.12 (17.00 Hrs.) 

3. Last date for submission of sealed tenders 28.09.12 (15.30 Hrs.) 

4. Date of opening of the tender in the presence of the 28.09.12 (16.00 Hrs.) 

Tenderness or their representatives 

5. EMD to be enclosed with quotation Rs. 30,450/- 

6. Cost of Tender Form. Rs. 500 /-(Non-refundable) 

I/We hereby agree to undertake the work of Construction of Bhuta House near 

Mythological Trail in the Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal 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. 30,450/-(Rupees thirty thousand four hundred fifty 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

INDIRA GANDHI RASHTYRIYA MANAV 

SANGRAHALAYA, BHOPAL 

TENDER 

NAME OF WORK :- CONSTRUCTION OF BHUTA HOUSE NEAR 

MYTHOLOGICAL TRAIL IN THE INDIRA 

GANDHI RASHTRIYA MANAV 

SANGRAHALAYA, BHOPAL. 

ESTIMATED COST : Rs. 15,22,500/- 

EARNEST MONEY : Rs. 30,450/- 

ISSUED TO : 

DIRECTOR 

INDIRA GANDHI RASHTRIYA MANAV SANGRAHALAYA 

Post Box No.2, SHAMLA HILLS, 

BHOPAL- 462 013

INDIRA GANDHI RASHTYRIYA MANAV SANGRAHALAYA 

POST BOX-2, SHAMLA HILLS, 

BHOPAL 462 013 

INDEX 

Name of Work: Construction of Bhuta House near Mythological Trail in the Indira 

Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

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

Serial No. Contents Page No. 

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

1 INDEX 1 

2. Press Notice 2 

3. Notice inviting tenders 3 - 6 

4. Tender and contract 7 - 12 

5. Particular specification & 13 - 18 

Special conditions 

6. Correction slips to the general conditions 19 - 21 

of the contract 

7. List of Approved materials & 22-23 

specialized agencies 

8. Schedule of quantities 24 - 27 

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

Certified that this tender contains pages 1 to 27 

Director In Charge/officer authorized 

by the Director –In- Charge for & on 

Behalf of President, RMSS 

1

NOTICE INVITING TENDER 

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dk;Z dk uke vuqekfur ykxr /kjksgj 

jkf’k 

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laxzgky; esa Bhuta 

House feFkd foFkh ds 

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Director In Charge/officer authorized 

by the Director –In- Charge for & on 

Behalf of President, RMSS 

2

INDIRA GANDHI RASHTYRIYA MANAV SANGRAHALAYA 

POST BOX-2, SHAMLA HILLS, 

BHOPAL- 462 013 

Notice Inviting Tenders 

Tender No.F-10-08/09-Constt.……………………………Dated: 19 th Sept., 2012 

Last date of receipt of tenders: …………………..……… 28.09.2012 (15.30 Hrs.) 

1. Item rates 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 

Bhuta House near Mythological Trail in the Indira Gandhi Rashtriya Manav 

Sangrahalaya, Bhopal. 

The enlistment of the contractors should be valid on the last date of sale of tenders. In 

case only the last date of sale of tender is extended, the enlistment of contractor 

should be valid on the original date of sale of tenders. In case both the last date of 

receipt of application and sale of tenders are extended, the enlistment of contractor 

should be valid on either of the tow dates i.e. original date of sale of tender or sale of 

tender or on the extended date of sale of tenders. 

1.1 The work is estimated to cost Rs.15,22,500 /- (Rupees Fifteen Lacs Twenty 

Two Thousand Five Hundred only) this estimate, however, is given merely as 

a rough guide. 

1.1.1 The authority competent to approve NIT for the combined cost and belonging to 

the major discipline will consolidate NITs for calling the tenders. He will also 

nominate Division which will deal with all matters relating to the invitation of 

tenders. 

For composite tender, besides indicating the combined estimated cost put to 

tender, should clearly indicate the estimated of each component separately. The 

eligibility of tenderer will correspond to the combined estimated cost of different 

components put to tender. 

1.2 Tender will be issued to eligible contractors provided they produce definite proof 

from the appropriate authority, which shall be to the satisfaction of the competent 

authority, of having satisfactorily completed similar works of magnitude specified 

below: - 

(a) Should have satisfactorily completed during the last seven years ending last 

day of the month 31.08.2012. 

(i) Three similar works each of value not less than 40% of estimated cost or two 

similar work each of value not less than 60% of estimated cost or one similar 

work of value not less than 80% of estimated cost in last 7 year ending last 

day of the month previous to the one in which the tenders are invited. 

For the purpose of this clause ‘Similar work’ means building works one of 

the qualifying works should be of building work. 

Note: - Above condition is applicable 

(1) For CPWD as well as Non CPWD contractors for works estimated to 

cost above Rs.15 Crores. 

(2) Only for Non CPWD contractors for works estimated to cost upto Rs.15 

Crores. 

3

The value of executed works shall be brought to current costing level by 

enhancing the actual value of work at simple rate of 7% per annum calculated from 

the date of completion to the last date of receipt of applications for tender. 

2. Agreement shall be drawn with the successful tenderer on prescribed Form No. 

C.P.W.D. 7/8 which is available a Govt. of Indian Publication and can also be seen 

in the office of Advisor Engineering, Room No.8, IGRMS, Bhopal. Tenderer shall 

quote his rats as per various terms and conditions of the said form which will form 

part of the agreement. 

3. The time allowed form carrying out the work will be 3 Months from the date of start 

as defined in schedule ‘F’ 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 

documents. 

4. The site for the work is available. 

5. Applications for issue of forms shall be received by 26.09.2012 (1.30 PM) and tender 

documents shall be issued by 26.09.2012 (5.00 PM). 

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 th contractor whose tender may be accepted and other necessary 

documents can be seen in the office of the Engineering Section, Room No. 08, 

I.G.R.M.S., Bhopal between hours of 11.00 A.M. & 5.00 P.M. from 19.09.2012 to 

26.09.2012 everyday except on Saturday, Sundays and Public Holidays. Tender 

documents, excluding standard form, will be issued from his office, during the hours 

specified above, on payment of Rs. 500/- in cash as cost of tender. 

6. (i) Tenders shall be accompanied with Earnest money of Rs. 30,450/- in cash (upto 

Rs. 10000/-)/Receipt Treasury Challan/Deposit at Call receipt of a scheduled 

bank/fixed deposit receipt of a scheduled bank/demand draft of a scheduled bank 

issued in favour of Director, Indira Gandhi Rashtriya Manav Sangrahalaya, 

Bhopal 50% of earnest money or Rs. 20 lakh, whichever is less, will have to be 

deposited in the shape prescribed above and balance amount of earnest money can be 

accepted in the form of Bank guarantee issued by a scheduled bank. 

(ii) The tender 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 with the name of 

work and due date of opening written on envelope, which will be received by the 

Director, IGRMS or his authorized representative upto 3.30 P.M. on 28.09.2012 

and will be opened by him or his authorized representative in his office on the same 

day at 4.00 P.M.. 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. 

7. The Contractor whose tender is accepted, will be required to furnish performance 

guarantee of 5% (five percent) of the tendered amount within the period specified in 

Schedule F. This guarantee shall be in the form of cash (in case guarantee amount is 

less than Rs. 10,000/-) or Deposit at call receipt of any scheduled bank/Banker’s 

4

cheque of any scheduled bank/Demand Draft of any scheduled bank/Pay order of any 

scheduled bank (in case guarantee amount is less than Rs. 1,00,000/-) or Government 

Securities or Fixed Deposit Receipts or Guarantee Bonds of any Scheduled Bank or 

the State Bank of India in accordance with the prescribed form. In case the contractor 

fails to deposit the said performance guarantee within the period as indicated in 

Schedule ‘F’, including the extended period if any, the Earnest Money deposited by 

the contractor shall be forfeited automatically without any notice to the contractor. 

The Earnest Money deposited by the contractor shall be forfeited automatically 

without any notice to the contractor. 

8. The description of the work is as follows: 

Copies of other drawings and documents pertaining to the works will be open for 

inspection by the tenderers at the office of the above mentioned officer. 

Tenderers 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 nature of the site, the means of access to the 

site, the accommodation they may require 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 it 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 & plants, water, 

electricity access, facilities for workers and all other services required for executing 

the work unless otherwise 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 Government and local conditions and other factors having a 

bearing on the execution of the work. 

9. The competent authority on behalf of the President, RMSS does not bind itself to 

accept the lowest or any other tender and reserves to itself the authority to reject any 

or all the tenders received without the assignment of any reason. All tenders in which 

any of the prescribed condition is not fulfilled or any condition including that of 

conditional rebate is put forth by the tenderer shall be summarily rejected. 

10. 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. 

11. The competent authority on behalf of 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. 

12. The contractor shall not be permitted to tender for works in the IGRMS (Division in 

case of contractors of Horticulture/Nursery category) responsible for award and 

execution of contracts, in which his near relative is posted as Divisional Accountant 

or as an officer in any capacity between the grades of Superintending Engineer and 

Junior Engineer (both inclusive). He shall also intimate the names of persons who are 

5

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

near relatives to any gazette officer in the Central Public Works Department or in the 

Ministry of Urban Development. Any breach of this condition by the contractor 

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

Department. 

13. No Engineer of gazette rank or other Gazetted officer employed in Engineering or 

Administrative duties in an Engineering Department of the Government of India is 

allowed to work as a contractor for a period of one year after his retirement from 

Government service, without the previous permission of the Government of India in 

writing. This contract is liable to be cancelled if either the contractor or any of his 

employees is 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. 

14. The tender for the works shall remain open for acceptance for a period of ninety (90) 

days from the date of opening of tenders/Ninety days from the date of opening of 

financial bid in case tenders are invited on 2/3 envelope system (strike out as the 

case may be) If any tenderer withdraws his tender before the said period or issue of 

letter of acceptance, whichever is earlier, 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. Further the tenderer shall not be 

allowed to participate in the re-tendering process of the work. 

15. 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 C.P.W.D. Form 7/8 

(c) General condition of contract for Central P.W.D. works 2010 

16. The Contractor shall submit list of works which are in hand (progress) in the 

following form:- 

Name of work 

Remarks 

Name and 

particulars of Divn. 

where work is 

being executed 

Value of work Position of works 

in progress 

1 2 3 4 5 

Director In Charge/officer authorized by 

the Director –In- Charge 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 

6

Text of form CPWD 7/8 

Item Rate Tender & Contract for works 

Tender for the work of: Construction of Bhuta House near Mythological Trail in 

the Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

(i) To be submitted by 15.30 hours on 28/09/12 to The Director, Indira Gandhi 

Rashtriya Manav Sangrahalaya, Post Box-2, Shamla Hills, Bhopal or his 

Authorized representative. 

(ii) To be opened in present of tenderers who may be present at 16.00 Hrs on 28/09/12 

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

T E N D E R 

I/We have read and examined the notice inviting tender, schedule, A, B, C, D, 

E & F, specifications applicable, Drawings & Designs, General Rules and Directions, 

Conditions of Contract, clauses of contract, Special conditions, Schedule of Rate & 

other documents and Rule referred to in the conditions of contract and all other 

contents in the tender document for the work. 

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

India within the time specified in Schedule ‘F’, viz., schedule of quantities and in 

accordance in all respects with the specifications, designs, drawings and instructions I 

writing referred to in Rule-1 of General Rules and Directions and in Clause 11 of the 

Conditions of contract and with such materials as are provided for, by, and in respects 

in accordance with, such conditions so far as applicable. 

We agree to keep the tender open for ninety (90) days from the due date of its 

opening/ninety days from the date of opening of financial bed in case tenders are 

invited on 2/3 envelope system (strike out as the case may be) and not to make any 

modifications in its terms and conditions. 

A sum of Rs. 30,450/- (Rupees thirty thousand four hundred fifty only) is 

hereby forwarded in cash/receipt treasury challan/deposit at call receipt of a scheduled 

bank/fixed deposit receipt of scheduled bank/demand draft of a scheduled bank/bank 

guarantee issued by a scheduled bank as earnest money. If I/we, fail to furnish the 

prescribed performance guarantee within prescribed period, I/we agree that the said 

President of India or his successors in office shall without prejudice to any other right 

or remedy, be at liberty to forfeit the said earnest money absolutely. Further, if I/we 

fail to commence work as specified, I/we agree that President of India or his 

successors in office shall without prejudice to any other right or remedy available in 

law, be at liberty to forfeit the said earnest money and the performance guarantee 

7

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 provision 

contained in Clause 12.2 and 12.3of the tender form. Further, I/we agree that in case 

of forfeiture of earnest money or both Earnest Money & Performance Guarantee as 

aforesaid. I/we shall be debarred for participation in the retendering process of the 

work. 

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 communicate the same or use the information in any 

manner prejudicial to the safety of the State. 

Date ………………… 

Witness: 

Address: 

Occupation: 

Signature of Contractor………………… 

Postal Address………………………….. 

………………………………………….. 

………………………………………….. 

A C C E P T A N C E 

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 7/8 as modified & corrected upto 2010. 

9. ………………………………………………….. 

Dated: 

Director or his representative 

For & on behalf of President RMSS 

8

S C H E D U L E S 

Schedule ‘A’ 

Schedule of quantity (Enclosed) Page No. 24 to 27 

Schedule ‘B’ 

Schedule of materials to be issued to the Contractor: 

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

which the material will be 

charged to the contractor 

1 2 3 4 5 

----NIL---- 

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 

----NIL---- 

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 total 

Value 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 Bhuta House near Mythological Trail in the 

Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal. 

Estimated cost of work.... Rs. 15,22,500/- 

Eernest Money…………… Rs. 30,450/- 

Performance guarantee 

Security Deposit: 

5% of the tendered value 

5% of the tendered value 

9

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. - 15 % 

2(xi) Standard Scheduled of Rates DSR 2012 (CPWD) amended from time to time 

2(xii) Department 

Indira Gandhi Rashtriya Manav Sangrahalaya, Bhopal 

9(xiii) Standard CPWD contract form 7/8 as modified & corrected upto date of received of tender. 

(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 

No. of days from the date of issue of letter of … : 22 days 

Acceptance for reckoning date of start 

Time allowed for execution of work..... : 90 Days 

Authority to give fair & reasonable extension of 

Time for completion of work 

Milestone(s): - as per Table given below: 

Table of Milestone (s) 

Sr. No Description of Milestone Time allowed in days 

(from date of start) 

Amount to be withheld in 

case of non-achievement 

milestone 

1 2 3 4 

1 1/8 th (financial) (of whole work) 1/4 th (of whole work) In the event of not achieving 

2 3/8 th (financial) (of whole work) 1/2 th (of whole work) 

3 3/4 th (financial) (of whole work) 3/4 th (of whole work) 

4 Full Full 

the necessary progresses 

assessed from the running 

payments, 1% of the tendered 

value of work will be 

withheld for failure of each 

milestone. 

10

Clause 6, 6A 

Clause applicable 

………………………………….….. 

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 10A 

List of testing equipment to be provided by the …… See P - 17 Para 11 

contractor at site lab. 

Clause 10C 

Component of labour expressed as Percent …… 25% 

Of value of work. 

Clause 11 

Specifications to be allowed for Execution of work CPWD Specification 2009 

Vol. 1 & 2 for all works with 

Correction Slip upto date. 

Clause 12 

12.2 & 12.3 

Deviation limit beyond which clauses 12.2 & 12.3 30% 

shall apply for building work 

12.5 Deviation limit beyond which clauses 12.2 & 12.3 100% 

shall apply for foundation work 

Clause 16 

Competent Authority for deciding reduced rates: Director, IGRMS, Bhopal 

Clause 18 

List of mandatory machines, tools and …… See P-18 Para 13 

Plants to be deployed by the contractor at site. 

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.” 

11

Clause 42 

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

Cement & bitumen on the basis of Delhi Schedule of 

Rates 2012 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 

Sr. 

No. 

Description of items 

Rates in figures and words at which 

recovery shall be made from the 

contractor 

Excess 

permissible 

variation 

beyond 

Less use beyond the 

permissible 

variation 

1. 

Cement 

NIL 

5500.00 Per Tonne 

2. 

Steel reinforcement 

NIL 

4950.00 Per Quintal 

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 Engineerin-charge, 

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 othewise 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 Engineerin-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 concrned. 

1.12 Other agencies may also be executing simultaneouly 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 made for fixing the pipes in a different manner. 

1.14 Any cement sturry 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. 

13

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-7/8). 

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 shall be provided 

and welded as per site conditions. 

7.0 PAINT BROUGHT BY THE CONTRACTOR 

7.1 The contractors shall bring sufficient quantity of paint of brand & a shade approved by 

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

7.2 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. 

7.3 Expty containers shall not be removed without the written permission of the Engineer-incharge. 

9.0 CONDITIONS FOR CEMENT: - 

9.1 The Contractor shall procure 43 grade (conforming to IS: 81 12) ordinary Portland cement or 

Portland slag cement conforming to IS: 455 or flyash blended Portland pozzolona cement 

conforming to IS: 1489 (part-I) as required in the work, from reputed manufactures of cement, 

having a production capacity of one million tones or more, such as ACC, Ultra Tech, JP 

REWA, Vikram, Shri Cement, Birla Jute, Prism, Ambuja and Cement corporation of India 

etc. i.e. agencies approved by Ministry of Industry, Government of India, and holding license 

to use ISI certification mark for their product. The tenderers may also submit a list of 

names of cement manufacturers which they propose to use in the work. The tender 

accepting authority reserves right to accept or reject name(s) of cement manufacture(s) 

14

which the tenderer proposes to use in the work. No change in the tendered rates will be 

accepted if the tender accepting authority does not accept the list of cement 

manufactures, given by the tenderer, fully or partially. Supply of cement shall be taken in 

50 Kg bags bearing manufactures name and ISI marking. Samples of cement arranged by the 

contractor shall be taken by the Engineer-in-charge and got issue in accordance with 

provisions of relevant BIS codes. In case test results indicate that the cement arranged by the 

Contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall 

be removed from the site by the Contractor at his own cost within a week’s time of written 

order from the Engineer-in-charge to do so. 

If Portland slag cement or Portland pozzolona cement (fly ash blended) is used, suitable 

modification in deshuttering time etc. shall be done if need be as per specifications and 

standards and as directed by Engineer-in-charge and noting extra shall be payable on this 

account. In case of use of PPC, minimum curing period shall be 14 days or its equivalent. 

9.2 The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided 

by the Engineer-in-charge. 

9.3 For each grade, cement bags shall be stored in two separate godowns, one for tested cement 

and the other for fresh cement (under testing) constructed by the contractor at his own cost as 

per sketch at page-89 of General conditions of contract for CPWD 2008 with weather proof 

roofs and walls. The size of the cement godown is indicated in the sketch for guidance only. 

The actual size of godown shall be as per site requirements and as per the direction of the 

Engineer in charge and nothing extra shall be paid for the same. The decision of the Engineerin-charge 

regarding the capacity required/needed will be final. However, the capacity of each 

godown shall not be less than 100 tonnes. Each godown shall be provided with a single door 

with two locks. The keys of one lock shall remain with CPWD Engineer-in-charge or his 

authorized person and that of other lock with the authorized agent of the contractor at the site 

of work so that the cement is issued from godown according to the daily requirement with the 

knowledge of both the parties. The account of daily receipt and issue of cement shall be 

maintained in a register in the prescribed Proforma and signed daily by the contractor or his 

authorized agent in token of its correctness. 

9.4 The cement shall be got tested by Engineer-in-charge and shall be used on the work only after 

satisfactory test results have been received. The contractor shall supply free of charge the 

cement required for testing including its transportation cost to testing laboratories. The cost of 

tests shall be borne by the contractor/Department in the manner indicated below: - 

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

codes. 

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

9.4.1 All other charges of sampling, packing and transportation of sample shall also be borne by the 

contractors. 

9.5 The actual issue and consumption of cement on work shall be regulated and proper accounts 

maintained as provided in clause 10 of the contract. The theoretical consumption of cement 

shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be 

governed by conditions laid therein. However, for consumption lesser beyond permissible 

theoretical variation recovery shall be made in accordance with conditions of contract at 

Schedule A to F (CPWD-8, without prejudice to action for acceptance of work/item at 

reduced rate or rejection as the case may be. 

9.6 For non-schedule items, the decision of the Superintending Engineer regarding theoretical 

quantity of cement, which should have been actually used, shall be final and binding on the 

contractor. 

15

9.7 Cement brought to site and cement remaining unused after completion of work shall not be 

removed from site without written permission of the Engineer-in-charge. 

10. CONDITIONS FOR REINFORCEMENT STEEL: - 

10.1 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 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. 

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

by the Engineer-in-charge. 

10.3 Bars of different size and length shall be stored separately to facilitate easy counting and 

checking. 

10.4 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 

Under 16 mm dia 

Over 16 mm dia 

One sample for each 25 tones or part 

thereof 


thereof 


thereof 

One sample for each 40 tones or 

part thereof 


part thereof 


part thereof 

1. The contractor shall supply free of charge the steel required for testing. The 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. 

2. 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. 

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

written permission of the Engineer-in-charge. 

4. For the purpose of payment the actual weight of the steel reinforcement / structural steel 

sections / plates / bolts & nuts shall be measured as follows: 

16

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. 

11. EQUIPMENTS AND PLANTS (Refer Clause 18 of Schedule ‘F’): - 

11.1 The contractor has to deploy necessary tools & plants in required numbers to ensure smooth 

& timely execution of work, at his own cost & risk as per the requirement of work at 

difference stages. The decision of Engineer-in-charge shall be final regarding use of particular 

T&P(s) at particular time(s) & the contractor has to adhere the same strictly. 

I Steel centering and shuttering 500 Sqm. 

II Concrete mixer with hopper (Diesel + Elect.) 2 Nos. 

III Plate Vibrator 2 Nos. 

IV Needle Vibrator. (Diesel/Petrol + Elect.) 2 Nos. 

V Floor grinding machine Nil 

11.2 To achieve the progress of work as per programme the contractor must bring at site the 

shuttering materials required for cement concrete and RCC work etc. within 45 days from the 

date of start of work. Work shop facilities for fabrication/addition and alterations, and other 

allied works shall be arranged by the contractor at his own cost. 

11.3 In addition to these, machinery/equipment as required shall be arranged by the contractor in 

case the requirement at any stage exceeds as per the programme finalized at his own cost and 

nothing extra whatsoever on this account shall be paid. 

11.4 All the equipment, T&P and machinery shall be kept in good condition. 

12. SAFETY MEASURES AT CONSTRUCTION SITE: - 

In order to ensure safe construction, following shall be adhered for strict compliance at the 

site: - 

(i) The work site shall be properly barricaded. 

(ii) Adequate singnages indicating ‘Work in Progress – Inconvenience caused is 

regretted’ or Diversion Signs shall be put on the sites conspicuously visible to the 

public even during night hours. These are extremely essential where works are 

carried out at public places in use by the public. 

(iii) The construction malba at site shall be regularly removed on daily basis. 

(iv) All field officials and the workers must be provided with safety helmets, safety shoes 

and safety belts. 

17

(v) Proper MS pipe scaffoldings with work- platforms and easy-access ladders shall be 

provided at site to avoid accidents. 

(vi) Necessary First-Aid kit shall be available at the site. 

The above provisions shall be followed in addition to the provisions of General Condition of 

Contract. 

13. LIST OF EQUIPMENT FOR SITE LABORATORY (Refer Clause 10A Schedule ‘F’) 

A. Laboratory testing instruments. 

(1) Balances 

i. 7 Kg. to 10 Kg. capacity, semi-self indicating type – accuracy 10 gm. – 1 No. 

ii. 500 gm. Capacity, semi-self indicating type – accuracy 1 gm. – 1 No. 

iii. Pan balance – 5 Kg. capacity – accuracy 10 gms. – 1 No. 

(2) Ovens –electrically operated, thermostatically controlled upto 110 0 C-sensitivity 1 0 C. – 1 No. 

(3) Sieves : as per IS 460 – 1962. 

i. I.S. sieves – 450 mm internal dia, of sizes 100 mm, 80 mm, 63 mm, 50 mm, 40 mm, 25 

mm, 20 mm, 12.5 mm, 10 mm, 6.3 mm, 4.75 mm, complete with lid and pan. – 1 Set 

ii. I.S. sieves – 200 mm internal dia (brass frame) consisting of 2.36 mm, 1.18 mm, 600 

microns, 425 microns, 212 microns, 150 microns, 90 microns, 75 microns with lid and 

pan. - 1 Set. 

(4) Sieve shaker capable of 200 mm and 300 mm dia sieves, manually operated with timing 

switch assembly. – 1 No. 

(5) Equipment for slump test – slump cone, steel plate, tamping rod, steel scale, scoop. -2 Nos. 

(6) Dial gauges, 25 mm travel – 0.01 mm/division least count – 2 Nos. 

(7) 100 tonnes compression testing machine, electrical – cum manually operated – 1 No. 

(8) Graduated measuring cylinders – 200ml capacity – 6 Nos. 

(9) Enamel trays (for efflorescence test for bricks). 

i. 300 mm x 250 mm x 40 mm – 2 Nos. 

10 Set 

ii. Circular plates of 2850 mm dia – 4 Nos. 

B. Field testing instruments. 

(1) Steel tapes – 3 m. – 20 Nos. 

(2) Vernier Calipers. – 5 Nos. 

(3) Micrometer screw 25 mm gauge – 5 Nos. 

(4) A good quality plumb bob – 20 Nos. 

(5) Spirit level, minimum 30 cms long with 3 bubbles for horizontal vertical – 20 Nos. 

(6) Wire gauge (circular type ) disc. – 5 Nos. 

(7) Foot rule – 20 Nos. 

(8) Long nylon thread – 20 Nos. 

(9) Rebound hammer for testing concrete – 5 Nos. 

(10) Dynamic penetrometer – 1 No. 

(11) Magnifying glass – 5 Nos. 

(12) Screw driver 30 cms long – 20 Nos. 

(13) Ball pin hammer, 100 gms. – 20 Nos. 

(14) Plastic bags for taking samples – 20 Nos. 

(15) Moisture meter for timber - 1 No. 

18

CORRECTION SLIPS TO GENERAL CONDITIONS OF CONTRACT 

FORCENTRAL P.W.D. WORKS-2010 

I. Correction Slip No.1 

I. CPWD Form 7/8 

Vide DGW/CON/250 dt. 29.03.2010 

Further, following para stands added on page 4 of GCC 2010 & the undertaking on page 2 of form 

CPWD 7/8 (in both the documents, it will be added before last para of the page starting with “I/We hereby 

declare --------safety of the state”. 

“I/We undertake and confirm that eligible similar work(s) has/have not been got executed through 

another contractor on back to back basis. Further that, if such a violation comes to the notice of 

Department, then I/we shall be debarred for tendering in CPWD in future forever. Also, if such a violation 

comes to the notice of Department before date of start of work, the Engineer-in-Charge shall be ffree to 

forfeit the entire amount of Earnest Money Deposit/Performance Guarantee.” 

II. Amendment to General Rules and Directions of GCC 2010 

Vide DGW/CON/251 dt. 07.04.2010 

Difficulties have been experienced by the field units in taking decisions in respect of situations where 

same rate is quoted by more than one contractor. Similarly, they encounter problem when contractor does 

not quote percentage above/below in respect of a tender or part of a section/sub-head of a tender having 

more than one section/sub-head. To cater to such situations, following amendments are made in the 

General rules and directions of GCC 2010. 

Existing Provisions 

Page 5, GCC 2010 

Modified Provisions 

4A. Applicable for Percentage Rate Tender only Page 5, GCC 2010 

(CPWD-7) In case of Percentage Rate Tenders, a 4A. Application for Percentage Rate Tender only 

tenderer shall fill up the usual printed form, stating (CPWD-7) In case of Percentage Rate Tenders, 

at what percentage below/above (in figures as well contractor shall fill up the usual printed form, stating 

as in words) the total estimated cost given in at what percentage below/above (in figures as well as 

Schedule of Quantities at Schedule-A, he will be in words) the total estimated cost given in Schedule of 

willing to execute the work. Tenders, which Quantities at Schedule-A, he will be willing to 

propose any alteration in the work specified in the execute the work. The tender submitted shall be 

said form of invitation to tender, or in the time treated as invalid if : - 

allowed for carrying out the work, or which contain 1. The contractor does not quote percentage 

any other conditions of any sort including above/below on the total amount of tender or 

conditional rebates, will be summarily rejected. No any section/sub head of the tender. 

single tender shall include more than one work, but 2. The percentage above/below is not quoted in 

contractors who wish to tender for two or more figures & words both on the total amount of 

works shall submit separate tender for each. Tender tender or any section/sub head of the tender. 

shall have the name and number of the works to 3. The percentage quoted above/below is 

which they refer, written on the envelopes. 

different in figures & words on the total 

amount of tender or any section/sub head of 

the tender: 

Tenders, which propose any alteration in the work 

specified in the said form of invitation to tender, or in 

the time allowed for carrying out the work, or which 

contain any other conditions of any sort including 

conditional rebates, will be summarily rejected. No 

19

No Provision 

single tender shall include more than one work, but 

contractors who wish to tender for two or more works 

shall submit separate tender for each. Tender shall 

have the name and number of the works to which they 

refer, written on the envelopes. 

New Para 4B is added as below: 

4B: In case the lowest tendered amount (estimated 

cost ± amount worked on the basis of percentage 

above/below) of two or more contractors is same, 

such lowest contractors will be asked to submit 

sealed revised offer in the form of letter 

mentioning percentage above/below on estimated 

cost of tender including all sub sections/sub heads 

as the case may be, but the revised percentage 

quoted above/below on tendered cost or on each 

sub section/sub head should not be higher than the 

percentage quoted at the time of submission of 

tender. The lowest tender shall be decided on the 

basis of revised offers. 

In case any of such contractors refuses to submit 

revised offer, then it shall be treated as withdrawal 

of his tender before acceptance and 50% of earnest 

money shall be forfeited. 

If the revised tendered amount of two more 

contractors received in revised offer is again found 

to be equal, the lowest tender, among such 

contractors, shall be decided by draw of lots in the 

presence of SE of the circle, EE(s) in-charge of major 

& minor component(s) (also DDH in case 

Horticulture work is also included in the tender), 

EE(P) or EE(HQ) of the circle & the lowest 

contractors those have quoted equal amount of 

their tenders. 

In case all the lowest contractors those have 

quoted same tendered amount, refuse to submit 

revised offers, then tenders are to be recalled after 

forfeiting 50% of EMD of each contractor. 

Contractor (s), whose earnest money is forfeited 

because of non-submission of revised offer, shall 

not be allowed to participate in the re-tendering 

process of the work. 

20

III. Amendment to Para 10A under General Rules and Directions of GCC 2010 

Vide DGW/CON/252 dt. 26.04.2010 

In view of modifications made under Para 4A and insertion of new Para 4B under General Rules and 

Directions of GCC 2010 affected vide OM No. CON/251 dated 04.04.2010, Para 10A of General Rules 

and Directions of GCC 2010 is modified as under: - 

Para Existing Provisions Modified Provisions 

In case of Percentage Rate Tenders only 

percentage quoted shall be considered. 

Any tender containing item rates is liable 

to be rejected. Percentage quoted by the 

contractor in percentage rate tender shall 

be accurately filled in figures and words, 

so that there is no discrepancy. However 

if the contractor has worked out the 

amount of the tender and it any 

discrepancy is found in the percentage 

quoted in words and figures, the 

percentage which corresponds with the 

amount worked out by the contractor 

shall, unless otherwise proved, be taken 

as correct. If the amount of the tender is 

not worked out by the contractor or it 

does not correspond with the percentage 

written either in figures or in words, 

then the percentage quoted by the 

contractor in words shall be taken as 

correct. Where the percentage quoted 

by the contractor in figures and in 

words tally but the amount is not 

worked out correctly the percentage 

quoted by the contractor will, unless 

otherwise proved, be taken as correct 

and not the amount. 

10A 

(page 6-7) 

In case of Percentage Rate Tenders only 

percentage quoted shall be considered. Any 

tender containing item rates is liable to be 

rejected. Percentage quoted by the contractor in 

percentage rate tender shall be accurately filled 

in figures and words, so that there is no 

discrepancy. 

(Remaining part deleted) 

21

LIST OF APPROVED MATERIALS & SPECIALIZED AGENCIES (CIVIL) 

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. 

MATERIALS: 

BRAND/MAKE 

1. White Cement JK, Birla or equivalent 

2. Super plasticizer MC Baucheme, Sika Fosroc 

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

4. Stainless Steel Jindal Stainless Steel, Salem Steel 

5. Galvanized/Stainless Steel Anchor Shakti, Arrow, Hilti, Fischer 

Gasteners 

6. PVC Tiles Arm Strong, LG or equivalent 

7. Ceramic Tiles Kajaria, Somany, Nitco, Orient. Bell Ceramic 

8. Vitrified/Porcelain Tile Marbonite, Euro, Somany, diamond of Naveen Granamite of 

Bell ceramic, Granito, Kajaria 

9. Terrazzo tiles Mehtab, Nitasha, Nitco, Raj-yesh, Bharat 

10. Chequrred tiles Mehtab, Nitasha, Nitco, Raj-yesh, Bharat 

11. Acid/Alkali Resistant Tile Somany, Nitco, Kajariya, Bell Granamite Group 

12. Polymer Modified Cementitious Bal Endurea, Pidilite or equivalent 

grout 

13. Glass Mosaic Tile Bissazza, Saon or equivalent 

14. Hardner Hard crete of Snowcem India, MC Deritop F.H. 

15. Flush Doors Kutty flush door, Anchor, Kanara, Kitlam, National, Swastic 

16. FRP Shutters Fibre Glass Engineers, Raipur, Aashoo Model 

17. PVC Shutters Rajshri or equivalent 

18. Ply Wood Archid, Kitply, Green ply, Century 

19. Pre-laminated Particle Board Novapan, Eco Board, Kitlam 

20. Melamine Polish Melamine of Asian Paint, Wudfin of pidilite Industries 

Timbertone of ICI Dullex 

21. Laminate Marino, Greenlam, Decolam, Century, Gormica 

22. Aluminium Composite Panel Alpolic, Aluco Bond, Reynobond, Euro bond, Al-strong 

23. Stainless Steel Screws Kundan, Arrow or equivalent 

24. Aluninium Extrusions Hindalco, Indalco, Jindal 

25. Hydraulic Floor spring Hardwyn, Godrej or equivalent 

26. Hydraulic Door Closer Hardwyn, Godrej or equivalent 

27. Annealed Float Glass Saint Gobain, Modi Guard, Hindustan Pilkington 

28. Synthetic Enamel Paints ICI(Dulux), Asian (Apcolite), Berger (Luxol), Nerolac 

(NST) 

29. Structural Silicon Sealant Dow Corning, Wacker,GE, Du-pont 

30. Epoxy Primer & Paints Berger, Pidilite or equivalent 

31. GI Pipe Tata, Zenith, Jindal 

22

32. GI Fitting Unik, ICS or equivalent 

33. Centrifugally Cast Iron Pipe & Neco, RIF, SKF, KAPILANSH 

Fittings 

34. Polyester Powder Coating Nerolac, Berger, J&N 

35. Gun Metal Gate Valve Zoloto, Leader, SAINT 

36. PVC Rain Water Pipe & Fitting Finolax, Classic of Kisan or equivalent 

37. Primer Asian, ICI, Berger, Nerolac 

38. Oil Bound Distemper Asian(Tractor), ICI (Maxi lite), Berger (Bison), Nerolac 

(NAI) 

39. Acrylic Emulsion Paint Asian(Royale), ICI (Velvet), Berger (Luxol Silk), Nerolac 

(Allscapes) 

40. Structural steel section TATA, SAIL, RINL 

41. Curtain Carrier Vista levlor or equivalent 

42. Drapery Rod Vista levlor or equivalent 

43. Vitreous Chine Wash Basin Hindware/Perryware or equivalent 

Rectangular without Pedestal 

44. Vitreous China Wash Basin Oval Hindware/Perryware or equivalent 

45. Vitreous China Pedestal for Wash Pedstal of Perryware/ Hindware 

Basin 

46. Vitreous China Floor Mounted Perryware/ Hindware or equivalent 

European W.C. without cistern 

47 Vitreous China Floor moulded Perryware/ Hindware or equivalent 

European with Cistern Compote 

48. Vitreous China Wall hung W.C. Perryware/ Hindware or equivalent 

without Cistern 

49. Vitreous China Wall Hung W.C. Perryware/ Hindware or equivalent 

with vitreous Cistern (component) 

50. Orissa Pan Perryware/ Hindware or equivalent 

51. Vitreous China Low Level Cistern Hindware/Perryware or equivalent 

for European W.C. 

52. Low Level PVC Cistern Single 

flush 

Sleek model Cistern of PVC of Hindware or Slimline deluxe 

model of Perryware 

53. Dual Flush Sleek Dual flush PVC cistern of Hindware or Slimline dual 

of Perryware 

54. Vitreous China Half stall Urinal Aquel, Marc or equivalent. 

55. Flush Valve Model No.6002 Urinal flat back large of Hindware or 

magnum of Perryware 

56. Solid Plastic Seat Cover for EWC Aquel, Marc or equivalent 

57. Jet Assembly for EWC EWC standard seat cover white of Perryware/ Hindware 

58. Float Glass Perryware, Kamal (Mahendra) 

59. CP Brass Bibcock, Pillarcock, 

Stopcock, Angle valve, Concealed 

Marc (oriental series), Jaquar (continental series), Parko, 

Nova 

Stop Cock. 

60. Plastic Connection Pipe Perryware/Hindware or equivalent 

61. CP Waste Coupling Kamal/Jaquar/Mark/Nova/Parko 

62. CP Bottle Trap Perryware/Hindware or equivalent 

63 Waste Pipe Kamal with brass checknut/Viking 

64. Stainless steel Sink with or without Nirali, Hindware, Frankee, Corba 

Draining board 

65. Towel Ring/Towel Rod/Towel Kamal, Marc or equivalent 

Rack 

66. Fibre Glass Shelf Kamal, Bath King or equivalnt 

67. Vitreous China laboratory Sink Hindware/Perryware or equivalent 

68. Aluminium Section Jindal, Hindalco, Indalco 

69. Textured Exterior wall Berger, Unitile, Spectrum, Oikos 

23

Schedule of Quantity 

Anexure-I 

Name of Work: Construction of Bhuta House near Mythological Trail in the Indira Gandhi 

Rashtriya Manav Sangrahalaya, Bhopal. 

S.No. Particulars of Items Unit Qty. Rate in 

figures 

01 Earth work in excavation by 

mechanical means (Hydraulic 

excavator) /manual means over areas Cum 15.00 

(exceeding 30cm in depth. 1.5 m in 

width as well as 10 sqm on plan) 

including disposal of excavated earth, 

lead upto 50m and lift upto 1.5m, 

disposed earth to be levelled and 

neatly dressed. (a) All kind of soil 

02 Earth work in excavation by 

mechanical means (Hydraulic 

excavator)/manual means over areas Cum 25.50 

(exceeding 30 cm in depth, 1.5 m in 

width as well as 10 sqm on plan) 

including disposal of excavated earth, 

lead upto 50 m and lift upto 1.5 m, 

disposed earth to be levelled and 

neatly dressed. (a) In hard rock 

without blasting 

03 Filling available excavated earth 

(excluding rock) in trenches, plinth, 

sides of foundation etc. in layers not Cum 15.00 

exceeding 20cms in depth: 

Consolidating each deposited layer 

by ramming and watering, lead upto 

50 m and lift upto 1.5m 

04 Supplying & filling moorum in 

trenches plinths, sides of foundation 

etc. in layers not exceeding 20 cm in Cum 202.50 

depth, consolidating each deposited 

layer by ramming, watering, 

consolidating and dressing complete. 

for all leads & lifts. All complete 

05 Providing and laying in position 

cement concrete of specified grade 

excluding the cost of centring and Cum 24.32 

shuttering - All work upto plinth 

level. (a) 1:4:8 (1 Cement : 4 coarse 

sand : 8 graded stone aggregate 40 

mm nominal size) 

06 Providing and laying in position 

specified grade of reinforced cement 

concrete excluding the cost of 

24 

Rate in 

words 

Amount

centring, shuttering, finishing and 

reinforcement - All work upto plinth 

level. (a) 1:1.5:3 (1 cement :1.5 

coarse sand: 3 grade stone aggregate 

20 mm nominal size 

07 Reinforced cement concrete work in 

walls (any thickness), including 

attached pilasters, buttresses, plinth 

and string courses, fillets, columns, 

pillars, piers, abutments, posts and 

struts etc. up to floor five level, 

excluding cost of centering, 

shuttering, finishing and 

reinforcement: (a) 1:1.5:3 (1 cement: 

1.5 coarse sand : 3 graded stone 

aggregate 20 mm nominal size) 

08 Centering and shuttering including 

strutting, propping etc. and removal 

of form for: (a) Foundations, 

footings, bases of columns, etc. for 

mass Concrete. 

(b) Lintels, beams, plinth beams, 

griders, bressumers and cantilevers. 

(c) Coulmns, pillars, piers, 

Abutments, posts and\ struts. 

09 Steel reinforcement for R.C.C. work 

including straightening, cutting, 

bending, placing in position and 

binding all complete above plinth 

level. (a) Thermo-Mechanically 

Treated bars 

10 Brick work with Ghol bricks of class 

designation 50 in superstructure 

above plinth level up to flor V lev in 

all shapes and size. 

(a) Cement Mortar 1:6 

11 Coursed rubble masonry (second 

sort) with hard stone in foundation & 

plinth with :- 

(a) cement mortar 1:6 (1 cement : 6 

coarse sand) 

12 40 mm thick rubbed stone flooring 

over 20 mm (average) thick base of 

cement mortar 1:5 (1 cement :5 

coarse sand) with joints 3 mm thick, 

side buttered with cement mortar 1:2 

(1 cement : 2 stone dust) admixed 

with pigment to match the shade of 

stone and pointing with same mortar. 

(a) Red sand stone. 

Cum 9.72 

Cum 6.92 

Sqmt. 86.40 

Sqmt 57.60 

Sqmt. 43.20 

Kg. 2000.00 

Cum 15.90 

Cum 36.45 

Sqmt. 132.00 

25

13 Extra for Kota stone/ sand stone in 

treads of steps and risers using single 

length up to 1.05 metre. 

14 Steel work in built up tubular ( round, 

square or rectangular hollow tubes 

etc.) trusses etc., including cutting, 

hoisting, fixing in position and 

applying a priming coat of approved 

steel primer, including welding and 

bolted with special shaped washers 

etc. complete. 

(a) Hot finished welded type tubes 

15 Steel work welded in built up 

sections framed work inc cutting, 

hosting , fixing in position and 

applying priming coat of app steel 

primer using structural steel etc as 

required. 

(a) In gratting, frames, guard bar, 

ladder, railings, brackets, gates and 

similar works. 

16 Providing and fixing precoated 

galvanised iron profile sheets (size, 

shape and pitch of corrugation as 

approved by Engineer-in-charge) 

0.50 mm (+ 0.05 %) total coated 

thickness with zinc coating 120 

grams per sqm as per IS: 277, in 240 

mpa steel grade, 5-7 microns epoxy 

primer on both side of the sheet and 

polyester top coat 15-18 microns. 

Sheet should have protective guard 

film of 25 microns minimum to avoid 

scratches during transportation and 

should be supplied in single length 

upto 12 metre or as desired by 

Engineerin- charge. The sheet shall 

be fixed using self drilling /self 

tapping screws of size (5.5x 55 mm) 

with EPDM seal, complete upto any 

pitch in horizontal/ vertical or curved 

surfaces, excluding the cost of 

purlins, rafters and trusses and 

including cutting to size and shape 

wherever required. 

17 Providing and fixing precoated 

galvanised steel sheet roofing 

accessories 0.50 mm (+ 0.05 %) total 

coated thickness, Zinc coating 120 

grams per sqm as per IS: 277, in 240 

Sqmt. 12.00 

Kg. 5900.00 

Kg, 750.00 

Sqmt. 200.00 

Meter 50.00 

26

mpa steel grade, 5-7 microns epoxy 

primer on both side of the sheet and 

polyester top coat 15-18 microns 

using self drilling/ self tapping 

screws complete : 

(a) Ridges plain (500 - 600mm) 

18 18 mm cement plaster in two coats 

under layer 12 mm thick cement 

plaster 1:5 (1 cement : 5 coarse sand) 

finished with a top layer 6 mm thick 

cement plaster 1:6 (1 cement : 6 fine 

sand). 

19 Applying one coat of water thinnable 

cement primer of approved brand and 

manufacture on wall surface (a) 

Water thinable cement primer. 

20 Providing and applying white cement 

based putty of average thickness 1 

mm, of approved brand and 

manufacturer, over the plastered wall 

surface to prepare the surface even 

and smooth complete. 

21 Finishing wall with textured exterior 

paint of req shade: (a) New work 

over and inc priming coat of exterior 

primer applied @2.20 kg / sqm. 

Sqmt. 159.00 

Sqmt. 159.00 

Sqmt. 159.00 

Sqmt. 159.00 

Total: 

(Rupees figure in words……………………………….………..……………...…………………) 

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 


27

TENDER FORM - IGRMS

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