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Tender ID
Tender Value
₹5.7 L
EMD Value
₹6,000
Closing Date
23 Mar 2026, 6:00 pmClosed
Deputy Executive Engineer, Dahod
Repairing and Renovation of Treasury office at Jhalod Dist. Dahod (Repairs to Doors, Window, Toilet, plumbing, false ceiling and other misc. works)
286395
2 of 2025-26
Open
Civil Works - Buildings
Works
Dahod
2 documents required · 2 mandatory
₹900
Yes
Deputy Exe. Engineer, (R&B) Sub Division, Dahod
₹6,000
Yes
14 Mar 2026
14 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
Name of Work :-
Repairing and Renovation of Treasury
office at Jhalod Dist. Dahod
(Repairs to Doors, Window, Toilet,
plumbing, false ceiling and other misc.
STANDARD BIDDING DOCUMENTS
Dy. Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
Dahod Zalod Road,
DIST. DAHOD Opp. Polytechnic College,
Notice Inviting
NOTICE INVITING ON-LINE TENDER
EXECUTIVE ENGINEER’S OFFICE, DAHOD (R&B) DIVISION, DAHOD
TENDER NOTICE NO. : of 2025-26
R & B Department invites Online Tenders for Repairing and Renovation of
Treasury office at Jhalod Dist. Dahod (Repairs to Doors, Window, Toilet,
plumbing, false ceiling and other misc. works) in SBD.
From "E-2" Class or above.
(A) Details of Tender item:
Sr. Name of Work Estimated EMD Tender Period of
No. Tender (Rs. in Rs.) fee completion
Value (Rs. In Rs. of Work
1. Repairing and Renovation 5,71,267.08 6,000/- 900/- 02 (Two)
of Treasury office at Jhalod
Dist. Dahod (Repairs to Months
Doors, Window, Toilet, including
plumbing, false ceiling and monsoon
other misc. works)
(B) Schedule for e-tendering is fixed as under:
(i) Downloading of tender documents Up to date 02-07-26 up to 12.00 hrs
(ii) On line submission of bid Up to date 02-07-26 up to 18.00 hrs
(iii) Submission of EMD & Tender fee Contractor should submit the D.D. of Tender
during office hours. EMD & Tender fee, EMD & Other Documents in physical to at
the time of tender opening or send the same
fee should be in favour of
through form by RPAD / Speed post so as to
Executive Engineer, Dahod (R&B) reach to the Executive Engineer, (R&B)
Division, Dahod payable at Dahod. Division, Dahod in seal cover duly subscribing
the name of work on or before Dt. 02-07-26
to 09-07-26 during office hours.
(iv) Online opening of Tender On date 03-07-26 at 12.00 hrs
Further Details of this tender are as under:
Particulars :- Repairing and Renovation of Treasury office at Jhalod Dist.
Dahod (Repairs to Doors, Window, Toilet, plumbing, false ceiling and other
2.0 Down loading Tender Document:
2.1 Bid documents will be available on web site up to Date shown above.
2.2 Bidders wishes to participate in this tender will have to register on web site
https://tender.nprocure.com
3.0 Digital Certificate:
3.1 Bidders who wish to participate in online tenders will have to procure/should have
legally valid Digital Certificate (Class III) as per Information Technology Act-2000
using which they can sign their electronic bids. Bidders can procure the same from
any of the license certifying Authority of India or can contact (n)code solutions a
division of GNFC Ltd, who are licensed Certifying Authority by Govt. of India.
3.2 All bids should be digitally signed, for details regarding digital signature certificate
and related training involved the below mentioned address should be contacted:
(n)Code solutions
A division of GNFC
301, GNFC Infotower, Bodakdev,
Ahmedabad- 380 054 ( India )
E-mail: [email protected]
Mobile: 9327084190,
3.3 Bidders who already have a valid Digital certificate need not procure a new Digital
4.0 On line Submission:
4.1 Bidders can prepare & edit their offers number of times before tender submission
date & time. After tender submission date & time, bidder cannot edit their offer
submitted in any case. No written or online request in this regard shall be granted.
4.2 Tenderer shall submit their offer i.e. price bid in Electronic format on above
mentioned website & Date shown above after Digitally signing the same.
4.3 Offers submitted without digitally signed will not be accepted.
4.4 Offers in physical form will not be accepted in any case.
5.0 Submission of Tender Fees, Bid Security and other valid Documents:
5.1 Tender Fee: Rs. 900/- (Rupees Nine hundred only) by Demand Draft in favour
of "Executive Engineer, Dahod (R&B) Division, Dahod”, payable at Dahod from any
Nationalized/Scheduled Bank except Co-operative Bank. Demand draft issued after
the last date of submission of Bids will not be considered or accepted.
5.2 Bid Security i.e. EMD: Rs. 6,000/- (Rupees Nine thousand only) in the form of
DD/ FDR/BG in favour of "Executive Engineer, Dahod (R&B) Division, Dahod" R&B
from any Nationalized / Scheduled Bank except Co-operative Bank. BG shall be
valid up to 180 Days. DD/FDR/BG issued after the last date of submission of tender
will not be considered as valid or accepted in any case. (EMD should be
5.3 Other Valid Documents required to be submitted:
a. Registration of “E-2” Class or above
b. Register of Firms (If Applicable)
c. Partnership Deed ( If Applicable)
d. Deposit Receipt of Sardar Sarovar Narmada Nigam Ltd., Gandhinagar.
5.4 Bidder shall have to submit DD for Tender Fee, DD/FDR/BG against EMD or EMD
Exemption Certificate and other Documents as mentioned above in Electronic
format only through online (by Scanning) While uploading the Bid. This
submission shall mean that EMD and Tender Fee are received. Accordingly
after of those shall be opened whose EMD and Tender Fee is Received
Electronically. For the purpose of realisation of DD, FDR or B.G. at the time
of Tender opening or send the same in by bidders shall send the original
through RPAD/Speed Post in Physical form so as to reach R&B office on Date
shown above during Office Hours at Executive Engineer, Dahod (R&B) Division,
Dahod only. Tender fee & EMD received early or later than the time specified will
not be accepted in any case and the bid of that bidder shall be considered non-
responsive. Panelative action for not submitting DD/FDR or B.G. in original
to E.E. bidder shall be initiated. Registration shall be kept in abeyance for
one year and e-tendering code shall be cancelled for one year. Any
document in supporting of Bid shall be submitted in electronic format only
through on line by (Scanning etc.) and hard copy will not be accepted
separately. Govt. of Gujarat, R&B Deptt. G'nagar Circular No. : 5ZRv!_Z__(
v5v; s5F8" OF.,f TFP Z*P!!P_(P
5.5 Bidder has to submit the Valid documents as said in 5.1, 5.2 & 5.3 Above and no
other condition in any form shall be considered at all, at the time of evaluation of
the tender i.e. The bidder shall have to submit unconditional offer without differing
from any of the tender condition. If any document is not submitting by scanning as
per para 5.1, 5.2 & 5.3 those Tender consider as non-responsive.
6.0 Opening of Tender:
6.1 Opening of bid documents will be held on Date & time shown above in the office of
Executive Engineer’s office, Dahod (R&B) Division, Zalod road, Opp.
Polytechnic college, Dahod.
6.2 Intending bidders or their representative who wish to remain present at R&B
premises at the time of tender opining can do so.
6.3 The offline technical evaluation of the tenders received on or before last date of
submission would be done and results will be displayed on website.
7.0 Contacting Officer:
7.1 Further details/clarification if any required will be available from Executive
Engineer’s office, Dahod (R&B) Division, Zalod road, Opp. Polytechnic
college, Dahod. Phone No. 02673 -
7.2 In case bidder needs any clarification/assistance or if training required for
participating in online tender, they can contact at following office.
(n)Code solutions
A division of GNFC
301, GNFC Infotower, Bodakdev,
Ahmedabad- 380 054 ( India )
E-mail: [email protected]
Mobile: 9327084190,
8.0 General instructions:
8.1 The fees for on line tender document will not be refunded under any circumstances.
8.2 EMD in the form specified in tender document only shall be accepted.
8.3 Tenders without Tender document fees, Earnest Money Deposit (EMD) and which do
not fulfill all or any of the condition or submitted incomplete in any respect will be
8.4 Conditional tender shall not be accepted.
8.5 This tender notice shall form a part of tender document.
8.6 The tenderers are advised to read carefully the "Instruction for Tenderer" and
"Eligibility Criteria" contained in the tender documents.
The Internet site address for E-Tender is http://tender.nprocure.com and that of
corporate web site is tender.nprocure.com
Free training camp for bidders will be organized on every Saturday between 4.00 to
6.00 P.M. at (n)Code solutions, A division of GNFC, 301, GNFC Infotower,
Bodakdev, Ahmedabad- 380 054 (India). Bidders are requested to take benefit of
The R&B reserves the rights to reject any or all tenders without assigning any
8.9 reason thereof.
If found necessary, contractor will be intimated for negotiation. He will be intimated
maximum three times within validity period for negotiation. If contractor does not
8.10 respond in time, his earnest money will be forfeited and his tender will be rejected.
Paneltative action will be taken on such contractor.
Bidders are instructed to submit their tender well in advance, being secure to avoid
any kind of technical glitches at the last moment as this division provide bidders
8.11 sufficient time for online Tender submission.
Any technical issue the (n)procure portal is running slower or any web problem will
not be consider at last moment.
Dy. Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
GOVERNMENT OF GUJARAT
ROAD & BUILDING DEPARTMENT
STANDARD BIDDING DOCUMENT
PROCUREMENT OF CIVIL WORKS
COMPLETE BIDDING DOCUMENT
Name of work :- Repairing and Renovation of Treasury office at Jhalod
Dist. Dahod (Repairs to Doors, Window, Toilet,
plumbing, false ceiling and other misc. works)
Estimated Cost :- Rs.
(i.e. Rs. Five lacs Seventy One thousand Two hundred
Sixty Seven and Eight paisa only)
Divisional Accountant Dy. Executive Engineer
Executive Engineer Superintending Engineer
This is a generic SBD to be used for Civil works. Each user/concern department needs to
examine and put up their particular bidding requirement like; qualification criteria, contract
Data etc., marked at [#] while finalizing their own bidding process.
Sr No Section Description Page No
1 Invitation for Bid (IFB)
2 Section -1 Instructions to Bidders
3 Section -2 Qualification Information
4 Section -3 Conditions of Contract
5 Section -4 Contract Data
6 Section -5 Technical Specification
7 Section -6 Form of Bid
8 Section -7 Bill of Quantities
9 Section -8 Securities and Other Forms
10 Section -9 Drawings
11 Section -10 Documents to be furnished by Bidder
INVITATION FOR BID
NATIONAL COMPETITIVE BIDDING
1. The Executive Engineer, Dahod (R & B) Division, Dahod invites bids for the construction of
works detailed in the table.
The bidders may submit bids for any or all of the following works.
Package Name of work Approximate Bid Cost of Period of #Class of
No. value of security document completion Registration /
works (Rs.) (Rs.) Category of
Repairing and Renovation 5,71,267.08 6,000/- 900/- 02 (Two) “E-2" Class or
of Treasury office at Jhalod Months above
Dist. Dahod (Repairs to including
Doors, Window, Toilet, monsoon
plumbing, false ceiling and
other misc. works)
2. Prospective / Interested bidder may download the Bid Documents from website
https://tender.nprocure.com free of cost till the Time and Date as mentioned on online
NIT at website https://tender.nprocure.com.
3. However, Bidder who is submitting the Bid Online will have to pay the Bid Document Fee /
Tender Fee through Demand Draft only of any Schedule Bank payable at Dahod and in
favour of ‘Executive Engineer, Dahod (R & B) Division, Dahod’. Once the Bid is received
online, Bid Document / Tender Fee will not be refundable.
The Demand Draft for Bid Document / Tender fee and FDR / Bank Guarantee against Bid
Security / EMD shall be submitted in electronic format through online (by scanning) while
uploading the bid, this submission shall mean that bid document / tender fee and Bid
Security / EMD has been received. Accordingly, the offer of only those shall be opened whose
Bid Document / Tender Fee and Bid Security / EMD have been received electronically.
However, for the purpose of realization of Demand Draft, and FDR / Bank Guarantee bidder
shall send the same in original through R.P.A.D. so as to reach to Executive Engineer,
Dahod (R & B) Division, Dahod within 7 Days from the last day of bidsubmission.
Penaltative action for not submitting Demand Draft / FDR / Bank Guarantee in
original to Executive Engineer / Tender Inviting Authority by bidder shall be initiated.
4. Bids received online, will be opened on the time, date and place as specified in the online
NIT at website https://tender.nprocure.com in the presence of the bidders or their
authorized representatives, who wish to remain present.
If the office happens to be closed on the day of opening of the bids as specified, the bids
will be opened on the next working day at the same time and venue.
5. A pre bid meeting will be held on Dt. at 12.00 hrs. at the office of
Superintending Engineer, (R & B) Circle, Vadodara to clarify the issues and to answer
questions on any matter that may be raised at that stage as stated in clause 9.2 of
‘instructions toBidders’ of the bidding documents.
6. #Bid Security (EMD) is equal to 1% of Estimated Amount put to bid / tender and should
be rounded off to the next thousand rupees.
7. Other Information is as under:
A. Agencies can prepare and edit their offers a number of times before the end of the
tender submission date and time. After the tender submission date and time, the
bidder cannot modify / edit / withdraw their submitted offer in any case. No written
or online request in this regard shall be granted.
B. Offers in physical form will not be accepted in any case.
C. Demand Draft purchased by the other then bidder and issued after the last date of
submission of Bids, will not be considered or accepted.
D. The cost incurred by the contractor for this offer for clarification or attending
discussion, conferences or site visits will not be reimbursed by the Employer or
Engineer-in-Charge.
E. Conditional tender shall not be accepted.
F. Any changes, addition, alternation made in the prescribed form attached with tender
are liable to be rejected.
G. Any change in format or conditional Bank Guarantee will not be accepted and the
bidder will be considered non-responsive.
H. All the bidders are instructed to fill in information strictly in accordance with the
format given in the checklist /qualification document / tender document.
I. It is mandatory for the bidders to supply each and every information as asked strictly
in electronic format at appropriate places only.
J. Blank / insufficient information shall be treated as nil information and shall result in
disqualification.
K. Even if the bidder has been qualified in a similar or larger size of project in the past,
it shall not be deemed to be a ground / reason for not giving required information for
this work / bid.
L. Information supplied for earlier projects shall not be considered while evaluation of
this bid. The Government will not ask for any other information, unless it is found
absolutely necessary by the competent authority.
M. If found necessary, the contractor will be intimated for negotiation.
# For the works costing up to 7.5 crore (ROAD), 7.0 crore (BUILDING & BRIDGE)
kindly refer to SSR-10-2015-17-C dated 03-02-2017
For the works costing more than 7.5 crore for Road Works and 7.0 crore for Building and
Bridge Works following documents shall be submitted in electronic format only through
online by scanning and the (i) Bid Document Fee / Tender Fee (ii) Bid Security / EMD
should be sent in original to the Tender opening authority through RPAD, so as to reach
the Executive Engineer within 7 days from last day of submission of Bid.
(i) Bid Document Fee / Tender Fee
(ii) Bid Security / EMD or Valid EMD Exemption Certificate of Appropriate Class of
Registration of Approved Contractors
(iii) Registration Certificate of Appropriate “E-2" Class or above
(iv) GST Number
(v) Page No. (32) Bank Certificate
(vi) Page No. 89 & 90 undertaking compulsory.
(vii) Other Documents, as required as per Tender documents (As per E-Tender Notice)
INSTRUCTIONS TO BIDDERS
Section 1: Instructions to Bidders
Table of Clauses
Page No. Page No.
A. General D. Submission of Bids
1. Scope of Bid 8 19. Sealing & Marking of Bids
2. Source of Funds 8 20. Deadline for Submission of
3. Eligible Bidders 8 21. Late Bids
4. Qualification of the 8 22. Modification and
Bidder Withdrawal of Bids
5. One Bid per Bidder
6. Cost of Bidding 12 E. Bid Opening and Evaluation
7. Site Visit 12 23. Bid Opening
B. Bidding Documents 25. Clarification of Financial
8. Content of Bidding 13 26. Examination of Bids and
Documents Determination of
9. Clarification of Bidding 13 27. Correction of Errors
10. Amendment of Bidding 14 28. Deleted
29. Evaluation and Comparison
of Financial Bids
C. Preparation of Bids 30. Deleted
11. Language of Bid
12. Documents Comprising 15 F. Award of Contract
13. Bid Prices 15 31. Award Criteria
14. Currencies of Bid and 16 32. Employer’s Right to Accept
Payment any Bid and to Reject any
15. Bid Validity 16 33. Notification of Award and
Signing of Agreement
16. Bid Security 16 34. Performance Security
17. Alternative Proposals By 17 35. Advance Payment and
Bidders Security
18. Format and Signing of Bid 17 36. Dispute Review Expert
37. Correct or Fraudulent
1. Scope of Bid
1.1 The Employer (Named in Appendix to ITB) invites bids for the Construction of works
(as defined in these documents and referred to as ‘the works”) detailed in the table
given in IFB. The bidders may submit bids for any or all of the works detailed in the
table given in IFB.
1.2 The successful bidder will be expected to complete the works by the intended
completion date specified in the Contract data.
1.3 Throughout these bidding documents, the terms ‘bid’ and ‘tender’ and their
derivatives (bidder/ tenderer, bid / tender, bidding/ tendering, etc.) are
2. Source of Funds
2.1 The expenditure on this project will be met from the budget of Govt. of Gujarat /
Govt. of India for centrally sponsored projects.
3. Eligible Bidders
3.1 This Invitation for Bids is open to all eligible bidders.
3.2 All bidders shall provide in Section 2, Forms of Bid and Qualification Information, a
statement that the Bidder is neither associated, nor has been associated, directly or
indirectly, with the consultant or any other entity that has prepared the design,
specifications, and other documents for the Project or being proposed as Project
Manager for the Contract. A firm that has been engaged by the Employer to provide
consulting services for the preparation or supervision of the works, and any of its
affiliates, shall not be eligible to bid.
4. Qualification of the Bidder
4.1 All bidders shall provide in Section 2, Forms of Bid and Qualification Information, a
preliminary description of the proposed work method and schedule, including
drawings and charts, as necessary. The proposed methodology should include a
program of construction backed with equipment planning and deployment duly
supported with broad calculations and quality assurance procedures proposed to be
adopted justifying their capability of execution and completion of work as per
technical specifications, within stipulated period of completion.
#4.5 QUALIFICATION CRITERIA:
(Applicable for the works which require Post Qualification)
4.5.1 Qualification will be based on Applicant’s meeting all the following minimum pass/
fail criteria regarding the Applicant’s general and particular experience, personnel
and equipment capabilities and financial positions, as demonstrated by the
applicant’s responses in the forms attached to the letter of application (specified
requirement for joint ventures are given under para 4.6 below) Subcontractors
experience and resources shall not be taken in to account in determining the
applicants compliance with the qualifying criteria.
To qualify for more than one contract, the applicant must demonstrate having
experience and resources sufficient to meet the aggregate of the qualification criteria
for each contract given in paragraphs 4.5.4, 4.5.5 and 4.5.9 below
4.5.2 Base year and Escalation
The base year shall be taken as Current financial year
Following enhancement factors will be used for the costs of works executed and the
financial figure to a common base value for works completed in India.
Year Financial Year Multiplying factor
Base year of inviting tender 2025-2024
Applicant should indicate actual figures of costs and amount for the works
executed by them without accounting for the above mentioned factors.
In case the financial figures and value of completed works are in foreign
currency the above enhanced multiplying factors will not be applied. Instead, the
current market exchange rate (State Bank of India BC Selling rate as on the last date
of submission of the bid) will be applied for the purpose of conversion of the amount
in foreign currency into India rupees.
4.5.3. General Experience.
The Applicant shall meet with the following minimum criteria : (Please refer
prequalification Documents)
(a) Achieved a minimum annual financial turnover of (defined as billing for works
in progress and completed in all classes of civil engineering construction works
only) in any one year, over the last five years of the annual value of contract /
contracts applied for.
(b) Experience in successfully completing or substantially completing at least one
contract (Similar work) of at least 40 percent of the value of proposed contract
within the last five years.
The works may have been executed by the applicant as prime contractor or as a
member of a joint venture or as a nominated sub-contractor. As subcontractor,
he should have acquired the experience of execution of all major items of works
under the proposed contract. In case a project has been executed by a joint
venture, weight towards experience of the project would be given to each joint
venture in proportion to their financial participation in the joint venture.
Substantially completed works means those works which are at least 90%
completed as on the date of submission (i.e. gross value of work done up to the
last date of submission is 90 % or more of the original contract price) and
continuing satisfactorily.
For these, a certificate from the employers shall be submitted along with the
application incorporating clearly the name of the work, contract value, billing
amount, date of commencement of works, satisfactory performance of the
contractor and any other relevant information.
4.5.4. Personnel Capabilities.
Availability for his work of personnel with adequate experience as required; as per
Appendix. (Please refer prequalification Documents)
4.5.5. Equipment Capabilities
Based on the studies carried out by the Engineer, the minimum suggested major
equipment to attain the completion of works in accordance with the prescribed
construction schedule are shown in the Appendix. (Please refer prequalification
The bidders should, however, undertake their own studies and furnish with
their bid, a detailed construction planning and methodology supported with layout
and necessary drawings and calculations to allow the employer to review their
proposals. The numbers, types and capacities of each plant/equipment shall be
shown in the proposals along with the cycle time for each operation for the given
production capacity to match the requirements.
4.5.6. Financial Position
The Applicant should give undertaking that he has access to, or has available, liquid assets
(aggregate of working capital, cash in hand and uncommitted bank guarantees) and / or
credit facilities up to 25 percent of the value of the contract / contracts applied.
4.5.7. The audited balance sheets for the last five years should be submitted, which must
demonstrate the soundness of the applicant’s financial position, showing long – term
profitability including an estimated financial projection for the next two years If
necessary, the employer will make inquiries with the applicant’s bankers.
4.5.8. Litigation History
The Applicant should provide accurate information on any litigation or arbitration resulting
from contracts completed or under execution by him over the last five years. A consistent
history of awards against the Applicant or any partner of a joint venture may result in failure
of the applicant.
4.5.9. Disqualification
Even though the applicants meet the above criteria, they are subject to be
disqualified if they have:
Made misleading or false representation in the forms, statements submitted and / or
Record of poor performance such as abandoning the work, rescinding of contract for
which the reasons are attributable to the non – performance of the contractor;
consistent history of litigation awarded against the applicant or financial failure due
to bankruptcy. The rescinding of contract of a joint venture on account of reasons
other than non – performance, such as Most Experienced partner of joint venture
pulling out, court directions leading to breaking up of a joint venture before the start
of work, which are not attributable to the poor performance of the contractor will,
however, not affect the qualification of the individual partners.
#4.6 JOINT VENTURE: (Maximum 3 Members i.e. 1 Lead & 2 Others)
(Applicable only for estimated project cost of 50 Crore and above)
4.6.1. Joint ventures must comply with the following requirement:
(a) Following are the minimum qualification requirements:
(i) The lead partner shall meet not less than 50 percent of all criteria given in para
4.5.3 & 4.5.6 above. The joint venture must collectively satisfy the criteria of para
4.5.3 & 4.5.6 above. The experience of the other joint venture partners shall be
considered if it is not less than 30 percent of the qualifying criteria in para 4.5.3 &
(ii) Individually each member must satisfy the requirements of para 4.5.7 & 4.5.8
(b) Bid shall be signed so as to legally bind all partners, jointly and severally, and shall
be submitted with a copy of the joint venture agreement providing the joint and
several liabilities with respect to the contract.
4.6.2. Qualification of a joint venture does not necessarily qualify any of its partners
individually or as a partner in any other joint venture. In case dissolution of a joint
venture, each one of the constituent firms may qualify if they meet all the
qualification requirements, subject to the written approval of the Employer.
4.7. Bid Capacity
Applicants who meet the minimum qualification criteria will be qualified only if their
available bid capacity at the expected time of bidding is more than the total
estimated cost of the works. The available bid capacity will be calculated as under:
Assessed Available Bid Capacity = ( A*N*2-B), where
A= Maximum value of work executed in any one year during the last five years
(updated to the price level of the year indicated in appendix) taking into
account the completed as well as works in Progress.
B = Value at current price level of the existing commitments and ongoing works to
be completed during the next 02 (Two) Months (period of completion of work
for which bids are invited); and
N= Number of years prescribed for completion of the works for which the bids are
Note :- In Case of joint venture, the available bid capacity will be applied for
each partner to the extent of his proposed participation in the
execution of the work.
4.8 Even though the bidders meet the above qualifying criteria, they are subject to
be disqualified if they have:
- Made misleading or false representation in the forms, statements and
Attachments the submitted in proof the qualification requirements; and / or
- Record of poor performance such as abandoning the works, not properly
completing the contract, inordinate delay in completion, litigation history, or
financial failures etc.; and/ or
- Participated in the previous bidding for the same work and had quoted
unreasonably high bid prices and could not furnish rational justification to the
5. One bid per bidder
5.1. Each bidder shall submit only one bid for one package. A bidder who submits or
participates in more than one bid (other than as a subcontractor or in cases of
alternatives that have been permitted or requested) will cause all the proposals with
the bidder’s participation to be disqualified.
6. Cost of Bidding
6.1. The bidder shall bear all costs associated with the preparation and submission of his
Bid, and the Employer will in no case be responsible and liable for those costs.
7.1. The Bidder, at the Bidder’s own responsibility and risk is encouraged to visit and
examine the Site of work and its surrounding and obtain all information that may be
necessary for preparing the Bid and entering into a contract for construction of the
The costs of visiting the site shall be at the Bidder’s own expense.
B. BIDDING DOCUMENTS
8. Content of Bidding Documents
8.1 The set of bidding documents comprises the documents listed below and addenda
issued in accordance with Clause 10:
Section Particulars Volume No.
- Invitation for Bids
1 Instructions to Bidders I
2 Qualification Information, and other forms
3 Conditions of Contract
4 Contract Data
5 Technical Specifications II
6 Form of Bid III
7 Bill of Quantities
8 Securities and other forms
10 Documents to be furnished by bidder V
8.2. Volumes I, II, III and IV are available online and documents to be furnished by the
bidder in compliance to section 2 will be prepared by him and furnished as Volume-
V in two parts (refer clause 12).
8.3. The bidder is expected to examine carefully all instructions, conditions of contract,
contract data, forms, terms, technical specifications, bill of quantities, forms, Annexes
and drawings in the Bid Document. Failure to comply with the requirements of Bid
Documents shall be at the bidder’s own risk. Pursuant to clause 26 hereof, bids
which are not substantially responsive to the requirements of the Bid Documents
shall be rejected.
9. Clarification Bidding Documents
9.1 A prospective bidder requiring any clarification of the bidding documents may
notify the Employer in writing or through E-mail at the Employer’s address
indicated in the invitation to bid. The Employer will respond to any request for
clarification which he received earlier than 15 days prior to the deadline for
submission of bids. Employer’s response will be published on website including a
description of the enquiry but without identifying its source.
9.2. Pre-bid meeting
9.2.1. The bidder or his official representative is invited to attend a pre-bid meeting
which will take place at the address, venue, time and date as indicated in the
9.2.2. The purpose of the meeting will be to clarify issues and to answer questions on any
matter that may be raised at that stage.
9.2.3. The bidder shall be required to submit any questions in writing or e-mail to reach
the Employer not later than 03 days before the meeting.
9.2.4 Minutes of the meeting, including the question raised (Without identifying the
source of enquiry) and the responses given will be published without delay on the
tender website i.e. tender.nprocure.com. Any modification of the bidding
documents listed in sub-Clause 8.1 which may become necessary as a result of the
pre-bid meeting shall be made by the Employer exclusively through the issue of an
Addendum pursuant to Clause 10 and not through the minutes of the pre-bid
9.2.5. Non-attendance at the pre-bid meeting will not be a cause for disqualification of a
10. Amendment of Bidding Documents
10.1 Before the deadline for submission of bids, the Employer may modify the bidding
documents by issuing addenda.
10.2. Any addendum thus issued shall be part of the bidding documents. The Employer
will assume no responsibility for the same.
10.3. To give prospective bidders reasonable time in which to take an addendum into
account in preparing their bids, the Employer may, at his discretion, extend as
necessary the deadline for submission of bids, in accordance with Sub-Clause
C. PREPARATION OF BIDS
11. Language of the Bid
11.1 All documents relating to the bid shall be in the English language.
12. Documents Comprising the Bid
12.1. The bid be submitted by the bidder as Volume V of the bid document (refer Clause
8.1) shall be in two separate parts:
Part I shall be named “Technical Bid” and shall comprise
(i) Bid Security in the form specified in Section
(ii) Qualification Information and supporting documents as specified in Section
(iii) Certificates, undertakings, affidavits as specified in Section
(iv) Any other information pursuant to Clause 4.5 of these instructions
(v) Undertaking that the bid shall remain valid for the period specified in Clause
Part II shall be named “Financial Bid” and shall comprise
(i) Form of Bid as specified in Section
(ii) Priced Bill of Quantities for items specified in Section
12.2. The Bidder shall submit the details / information pertaining to each part i.e.
technical as well as financial and must be submitted online only.
12.3. Following documents will be deemed to be part of the bid.
Section Particulars Volume No.
Invitation for Bids (IFB)
1 Instruction to Bidders Volume I
3 Conditions of Contract
4 Contract Data
5 Specifications Volume II
9 Drawings Volume IV
13.1 The Contract shall be for the whole works as described in Sub-Clause 1.1, based on
the priced Bill of Quantities submitted by the Bidder.
13.2 The bidder shall fill in rates and prices and line item total (both in figures and words)
for all items of the Works described in the Bill of Quantities along with total bid price
(Both in figures and words). Items for which no rate or price is entered by the bidder
will not be paid for by the Bill of Quantities.
13.3 All duties, taxes, and other levies except GST payable by the contractor under the
contract, or for any other cause shall be included in the rates, prices and total Bid
Price submitted by the Bidder. (GST will be paid extra)
13.5 The rates and prices quoted by the bidder are subject to adjustment during the
performance of the Contract in accordance with the provisions of Clause 47 of the
Condition of Contract (Irrespective of the time limit and Bid Amount)
14. Currencies of Bid and Payment
14.1 The unit rates and the prices quoted by the bidder shall be entirely in Indian Rupees.
All payments shall be made in Indian Rupees.
15. Bid Validity
15.1 Bids shall remain valid for a period of not less than 120 days after the deadline date
forbid submission specified in Clause
15.2 In exceptional circumstances, prior to expiry of the original time limit, the Employer
may request that the bidders may extend the period of validity for a specified period.
A bidder may refuse the request without forfeiting his bid security. A bidder agreeing
to the request will not be required or permitted to modify his bid, but will be
required to extend the validity of his security for a period of the extension, and in
compliance with Clause 16 in all respects.
#16. Bid Security
16.1. The Bidder shall furnish, as part of his Bid, a Bid security in the amount as shown in
column 4 of the table of IFB for this particular work. This Bid security shall be in
favor of Executive Engineer, Dahod (R & B) Division, Dahod as named in
Appendix and may be in one of the following forms;
a. Bank Guarantee from any scheduled Indian bank, in the format given in
Volume III. (Bank Guarantee is applicable only for Bid Estimated Amount of
Crore and above) and Bank Guarantee of Schedule and Private Banks shall be
considered as per GoG Finance Department’s Circular No. FD/MSM/e- file/4/2023/
0057/D.M.O. Date 21/04/2023 or as per their latest amendment.
b. Fixed Deposit Receipt issued by any Scheduled Indian Bank or a foreign Bank
approved by the Reserve Bank of India.
A Valid Bid Security / EMD Exemption Certificate issued by
(1) Road & Building Department or
(2) Narmada Water Resources, Water Supply and Kalpsar Department of Govt of
Gujarat. Exemption Certificate is applicable only when Registration Certificate
of Appropriate Class and Category of Approved Contractors is required as
eligible criteria of bidder.
16.2. Bank guarantees (and other instruments having fixed validity) issued as surety for
the bid shall be valid for 45 days beyond the validity of the bid i.e. total validity of
16.3. Any bid not accompanied by an acceptable Bid Security and not secured as
indicated in Sub-Clauses 16.1 and 16.2 above shall be rejected by the Employer as
non-responsive.
16.4. The Bid Security of unsuccessful bidders will be returned within 28 days of the end
of the bid validity period specified in Sub-Clause
16.5 The Bid Security of the successful bidder will be discharged when the bidder has
signed the Agreement and furnished the required Performance Security.
16.6. The bid Security may be forfeited
(a) If the Bidder withdraws the bid after Bid opening during the period of Bid
(b) If the Bidder does not accept the correction of the Bid Price, if any or
(c) In the case of a successful Bidders, if the Bidder fails the specified time limit to
(i) Sign the Agreement; or
(ii) Furnish the requirement Performance Security.
(d) #If found necessary, the bidder will be intimated for negotiation, He will be
intimated maximum three times within the validity period for negotiation, If
contractor does not respond in time, his Bid Security (EMD) will be forfeited and his
tender will be rejected. Punitive action will be taken on such contractors. (As per GoG
17. Alternative Proposals by Bidders.
17.1. Bidders shall submit offers that fully comply with the requirements of the bidding
documents, including the conditions of contract (including mobilization advance or
time for completion), basic technical design as indicated in the drawing and
specifications. Conditional offers or alternative offers will not be considered further
in the process of tender evaluation.
18. Format and Signing of Bid
18.1. The Bidder shall prepare documents comprising the bid as described in Clause 12 of
these Instructions to bidder as the “Technical Bid “and “Financial Bid” in separate
parts to be uploaded.
D. SUBMISSION OF BIDS
20. Deadline for Submission of the Bids
20.1. Complete Bids must be received online by the Employer at the tender website
specified above not later than the date indicated in appendix.
20.2. The Employer may extend the deadline for submission of bids by issuing an
amendment in accordance with Clause 10, in which case all right and obligation of
the Employer and the bidders previously subject to the original deadline will then be
subject to the new deadline.
22. Modification and Withdrawal of Bids
22.1. Bidders may modify or withdraw their bids online before the deadline prescribed in
Clause 20 or pursuant to Clause
22.3. No bid shall be modified or withdrawn after the deadline for submission of Bid.
22.4. Withdrawal or modification of a bid between the deadline for submission of bids
and the expiration of the original period of bid validity specified in Clause
above or as extended pursuant to Clause 15.2 may result in the forfeiture of the Bid
security pursuant to Clause
E. BID OPENING AND EVALUATION
23. Bid Opening
23.1 The Employer will open all the Bids received including modifications made pursuant
to Clause 22, in the presence of the Bidders or their representatives who choose to
attend at time, date and the place specified in Appendix in the manner specified in
Clauses 20 and 23.3, In the event of the specified date of Bid opening being declared
a holiday for the Employer, the Bids will be opened at the appointed time and
location on the next working day.
23.3. The “Technical Bid” shall be opened. The amount, form and validity of the bid
security furnished with each bid will be announced. If the bid security furnished does
not conform to the amount and validity period as specified in the invitation for bid
(ref. Column 4 and paragraph 3), and has not been furnished in the form specified in
Clause 16, the technical bid will not be opened.
23.4. (i) Subject to confirmation of the bid security by the issuing Bank, the bids
accompanied with valid bid security will be taken up for evaluation with
respect to the Qualification information and other information furnished in
part I of the bid pursuant to Clause 12.1.
(ii) If required, the bidder will be asked in writing to clarify his Qualification
Documents with respect to any required clarification.
(iii) The bidders will respond in not more than 7 days of issue of the clarification
(iv) Immediately (usually within 3 or 4 days), on receipt of these clarification the
Evaluation Committee will finalize the list of responsive bidders whose
financial bids are eligible for consideration.
23.6 At the time of opening of “Financial Bid”, the names of the bidders were found
responsive in accordance with Clause 23.4(iv) will be announced. The bids of only
these bidders will be opened. The responsive Bidders’ names, the Bid prices, the
total amount of each bid, any discount and such other details as the Employer may
total amount of each bid, any discount and such other details as the Employer may
consider appropriate, will be announced by the Employer at the opening.
23.7 the time of opening of “Financial Bid”, the names of the bidders were found
responsive in accordance with Clause 23.4(iv) will be announced. The bids of only
these bidders will be opened. The responsive Bidders’ names, the Bid prices, the
total amount of each bid, any discount, and such other details as the Employer may
total amount of each bid, any discount, and such other details as the Employer may
consider appropriate, will be announced by the Employer at the opening.
23.8 In case bids are invited for more than one package, the order for opening of the
“Financial Bid” shall be in order of Estimated amount of Bids from highest to lowest.
23.9 The Employer shall prepare minutes of the Bid opening, including the information
disclosed to those present in accordance with Sub-Clause 23.6.
24.1 Information relating to the examination, clarification, evaluation, and comparison of
Bids and recommendations for the award of a contract shall not be disclosed to
Bidders or any other persons not officially concerned with such process until the
award to the successful Bidder has been announced. Any effort by Bidder to
influence the Employer’s processing of Bids or award decisions may result in the
rejection of his Bid.
25. Clarification of Financial Bids
25.1. To assist in the examination, evaluation, and comparison of Bids, the Employer may,
at his discretion, ask any Bidder for clarification of his Bid, including breakdowns of
unit rates. The request for clarification and the response shall be in writing or by e-
mail, but no change in the price or substances of the Bid shall be sought, offered, or
permitted except as required to confirm the correction of arithmetic errors
discovered by the Employer in the evaluation of the Bids.
25.2 Subject to sub-clause 25.1, no Bidder shall contact the Employer on any matter
relating to his Bid opening to the contract is awarded. If the Bidder wishes to bring
additional information to the notice of the Employer, it should do so in writing.
25.3. Any effort by the Bidder to influence the Employer in the Employer's bid evaluation,
bid comparison or contract award decision may result in the rejection of the Bidders’
26. Examinations of Bids and Determination of Responsiveness
26.1 During the detail evaluation of "Technical Bid", the Employer will determine whether
each Bid (a) meets the eligibility criteria defined in Clause 3 and 4; (b) has been
properly signed; (c) is accompanied by the required securities and; (d) is
substantially responsive to the requirements of the Bidding document. During the
detailed evaluation of the “Financial Bid”, the responsiveness of the bids will be
further determined with respect to the remaining bid conditions, i.e., priced bill of
quantities, technical specifications, and drawings.
26.2 A substantially responsive “Financial Bid” is one which confirms all the terms,
conditions and specifications of bidding documents, without material deviation or
reservation. A material deviation or reservation is one (a) which affects in any
substantial way the scope, quality, or performance of the Works; (b) which limits in
any substantial way, inconsistent with the Bidding documents, the Employer’s rights
or the Bidder’s obligations under the Contract; or (c) whose rectification would affect
unfairly the competitive position of other Bidders presenting substantially
responsive Bids.
26.3 If a “Financial Bid” is not substantially responsive, it will be rejected by the
Employer, and may not subsequently be made responsive by correction or
withdrawal of the non-conforming deviation or reservation.
29. Evaluation and Comparison of Financial Bids
29.1. The Employer will evaluate and compare only the Bids determined to be
substantially responsive in accordance with Sub-Clause 26.2.
29.3. The Employer reserves the right to accept or reject any variation or deviation.
Variation and deviations and other factors, which are in excess of the requirements
of the Bidding documents or otherwise result in unsolicited benefits for the
Employer, shall not be taken in to account in Bid evaluation.
29.4. The estimated effect of the price adjustment conditions under Clause 47 of the
Conditions of Contact, during the period of implementation of the Contract, will not
be taken in to account in Bid evaluation.
29.5. If the Bid of the successful Bidder is seriously unbalanced in relation to the
Engineer’s estimate of the cost of work to be performed under the contract the
Employer may require the Bidder to produce detailed consistency of those prices
with the construction methods and schedule proposed. After evaluation of the price
analyses, the Employer may require that the amount of the performance security set
forth in Clause 34 be increased at the expense of the successful /bidder to a level
sufficient to protect the Employer against financial loss in the event of default of the
successful Bidder under the Contract.
29.6. A bid which contains several items in the bill of Quantities which are unrealistically
priced low and which cannot be substantiated satisfactorily by the bidder may be
rejected as non-responsive.
F. AWARD OF CONTRACT
31. Award Criteria
31.1. Subject to Clause 32, the Employer will award the contract to the Bidder whose Bid
has been determined.
(i) to be substantially responsive to the Bidding documents and who has offered
the lowest evaluated Bid Price; and
(ii) to be within the available bid capacity adjusted to account for his bid price
which is the lowest evaluation in any of the packages opened earlier than the
one consideration.
In no case, the contract shall be awarded to any bidder whose available bid
capacity is less than the evaluated bid price, even if the said bid is the lowest
evaluated bid. The contract will in such cases be awarded to the next lowest bidder
at his evaluation bid price.
32. Employer’s Right to Accept any Bid and to Reject any or all Bids
32.1. Notwithstanding Clause 31, the Employer reserves the right to accept or reject any
Bid, and to cancel the Bidding process and reject all Bids, at any time prior to the
award of contract, without thereby incurring any liability to the affected bidder or
Bidder or any obligation to inform the affected Bidder or Bidders of the grounds for
the Employer’s action.
33. Notification of Award and Signing of Agreement
33.1. The Bidder whose Bid has been accepted will be notified of the award by the
Employer prior to expiration of the Bid validity period by cable, telex or facsimile
confirmed by registered letter. This letter (hereinafter and in the condition of
contract called the “Letter of Acceptance”) will state the sum that the Employer will
pay the Contractor in consideration of the execution, completion, and maintenance of
the Works by the Contractor as prescribed by the Contract (hereinafter and in the
Contract called the “Contract Price”).
33.2 The notification of award will constitute the formation of the contract, subject only to
the furnishing of a performance security in accordance with the provisions of Clause.
33.3. The Agreement will incorporate all agreements between the Employer and the
successful Bidder. It will be signed by the Employer and to the successful Bidder,
within 28 days following the notification of award along with the Letter of
Acceptance. Within 21 days of receipt, the successful Bidder will sign the Agreement
and deliver it to the Employer.
33.4. Upon the furnishing by the successful Bidder of the Performance Security, the
Employer will promptly notify the other Bidders that their Bids have been
34. Performance Security
34.1. (A) Within 10 (Ten) days of receipt of Letter of Acceptance, the successful Bidder
shall furnish to the Employer an irrevocable and unconditional guarantee from a
Bank in the form set forth in Section 8 (the “Performance Security”) for an
amount equal to 5% (Five percent) of its Contract Price. In case of bids
mentioned below, the successful Bidder, along with the Performance Security,
shall also furnish to the Authority an irrevocable and unconditional guarantee
from a Bank in the same form given at Section 8 towards an Additional
Performance Security (The “Additional Performance Security”) for an amount
calculated as under:
(a) If the Contract Price offered by the Selected Bidder is lower than 10% but
upto 20% of the Estimated Project Cost, then the Additional Performance
Security shall be calculated @ 20% of the difference in the (i) Estimated
Project Cost (as mentioned in Bid Document) - Minus 10% of the
Estimated Project Cost and (ii) Contract Price offered by the selected
(b) If the Contract Price offered by the Selected Bidder is lower than 20% of
the Estimated Project Cost, then the Additional Performance Security
shall be calculated @ 30% of the difference in the (i) Estimated Project
Cost (as mentioned in Bid Document) - Minus 10% of the Estimated
Project Cost and (ii) Contract Price offered by the selected Bidder.
(c) This Additional Performance Security shall be treated as part of the
Performance Security.
(B) The Performance Security shall be valid beyond 60(sixty) days of the Defects
Liability Period and the Additional Performance Security shall be valid
beyond 28 (twenty-eight) days of Project Completion Date.
34.2. If the performance security is provided by the successful Bidder in the form of a
Bank Guarantee, it shall be issued either (a) at the Bidder’s option, by a
Nationalized/Scheduled Indian bank or (b) by a foreign bank located in India and
acceptable to the Employer. As per GoG Finance Department’s Circular No. FD/
MSM/e-file/4/2023/0057/D.M.O. Date 21/04/2023 or as per their latest
34.3. Failure of the successful Bidder to comply with the requirement of Sub-Clause
shall constitute sufficient grounds for cancellation of the award and forfeiture of
the Bid Security.
35 Advance Payment and Security
35.1 The Employer will provide an Advance payment on the Contract Price as stipulated
in the Conditions of Contract, subject to maximum amount, as stated in the
37. Corrupt of Fraudulent Practices
37.1 The Employer will reject a proposal if it determines that the Bidder recommended
for award has engaged in corrupt or fraudulent practices in completing for the
contract in question and will declare the firm ineligible, either indefinitely or for a
stated period of time, to be awarded a contract with National Highways Authority of
India/ State PWD and any other agencies, if it at any time determines that the firm
has engaged in corrupt or fraudulent practices in completing for the contractor, or
37.2 Furthermore, Bidders shall be aware of the provision stated in Sub- Clause 59.2 of
the Conditions of Contract.
APPENDIX TO ITB
Clause Reference with respect to Section –I
1. The Name of the Employer is Executive [ Cl.1.1]
Engineer, Dahod (R & B) Division, Dahod
2. The last five years.
3. This Annual Financial Turnover Amount is [Cl.4.5.3 (a)]
4. Value of Work is Rs.
6. The cost of electric work is Rs.
7. The cost of water supply / sanitary works is Rs.
8. Liquid assets and / or availability of credit [Cl.4.5.6 ]
facilities is Rs. lacs (25% of
estimated cost)
9. Price level of the financial year 2025-2026 [Cl. 4.5.2]
10. The pre-bid meeting will take place at , (R&B) [Cl. 9.2.1]
Circle, Vadodara
11. The technical Bid will be opened at the office of
the Executive Engineer, Dahod (R & B)
Division, Dahod on Dt. 06/03/2026 at
12. Address of the Employer : Executive Engineer,
Dahod (R & B) Division, Dahod
14. The bid should be submitted latest by [Cl. 20.1 & 20.2]
As stated on online NIT
15. The bid will be opened at Executive Engineer, [Cl. 23.1 ]
Dahod (R & B) Division, Dahod as stated on
16. The Bank Draft in favor of Executive Engineer,
Dahod (R & B) Division, Dahod
18. Escalation factors (for the cost of works [Cl.4.5.2]
executed and financial figure to a common base
value) for works completed
Year Financial Year Multiplying factor
Base year of inviting tender 2025 – 2026
#LIST OF KEY PLANT & EQUIPMENT TO BE DEPLOYED ON CONTRACT WORK
[Reference CL. 4.5.5]
The contractors shall also give a list of machineries in his possession and which they
propose to use on the work.
Sr. Plant or Location Age of Make Capacity Approximate Remark
No. Machinery Machinery Value
List of Key Personnel to be deployed on Contract Work
(Reference Cl. 4.5.4)
# Employment of a qualified site Engineer by the Contractor.
The Contractor shall employ full-time technically qualified staff during the execution of this
work as under: -
1. Two graduate Civil Engineers and three diploma Civil Engineers when cost of the work
to be executed is more than Rs.50 lakhs.
2. One graduate & two Diploma, Civil Engineers when the cost of the work to be executed
is more than Rs.15 lakhs but less than Rs.50 lakhs.
3. Minimum Two Diploma Civil Engineer when the cost of work is less than Rs.15 lakhs
but more than Rs.5 lakhs.
4. Minimum One Diploma Civil Engineers for the work when the cost of work to be
executed is less than Rs. 5 lakhs.
The Engineer so employed for the Government work must have sufficient experience
to handle the work independently. Such an Engineer shall have to stay at the site of
work and he shall not be entrusted with other duty except this work.
In case the contractor or partner of the contractor firm is a Civil Graduate Engineer,
Employment of a separate Engineer will not be necessary provided that the Engineer
partner himself attends the execution of the work on the site.
Within 15 days of issue of work-order the Contractor will have to furnish to the
Deputy Executive Engineer-in-charge of the work the Name, Qualifications, copy of
marksheet, Colour Photograph and the appointment order issued such engineers
engaged for this contract work. If 15 days after issue of work order such designated
Site Engineers do not resume or do not remain present on site of work, the recovery at
the rate of Rs.15,000-00 per month per Engineer will be made from the bills/deposit/
dues of the contractor. Such recovery shall be non-refundable.
Deputy Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
QUALIFICATION INFORMATION
QUALIFICATION INFORMATION
The information to be filled in by the Bidder in the following pages will be used for
the purpose of post qualification as provided for in Clause 4 of the Instruction to Bidders.
This information will not be incorporated in the Contract.
1. For Individual Bidders
1.1 Constitution or legal status of
Bidder (Attach Copy)
Place of registration
Principal place of business
Power of attorney of signatory of Bid
1.2 Total value of Civil engineering constructions 2024-2025
Work performed in the last five years 2023-2024
(in Rs. Lakhs) 2022-2023
1.3.1 Work performed as prime contractor, work performed in the past as a nominated
sub-contractor will also be considered the sub-contract involved execution of all
main items of work described in the bid documents, provided further that all other
qualification criteria are satisfied (in the same name) on works of a similar nature
over the last five years** and in current year before the submission of the bid.
Project Name of Description Contract Value of Date Stipulated Actual date Remark
Name the of work No. contract of period of of explaining
Employer (Rs. issue completion completion* reasons for
Crore) of delay &
order Completed
*Attach certificate(s) from the Engineer(s)in-charge.
** Immediately preceding the financial year in which bids are received.
#1.3.2 Quantities of work executed as prime contractor, work performed, in the past as a
nominated sub-contractor, will also be considered provided the sub-contract
involved execution of all main items of work described in the bid document,
provided, further that all other qualification criteria are called (in the same name and
style) in the last five years** and in current year before the submission of the bid.
Year Name Name of Quantity of work performed (Cum/MT) Remarks*
of the the Cement Masonry Earth Bituminous (indicate
work Employer Concrete Works Work contract Ref)
1.4 Information on Bid Capacity (works for which bids have been submitted and works
which are yet to be completed) as on the date of this bid.
(A) Existing commitments and on-going works:
Description Place Contract Name & Value Stipulated Value of Anticipated
of works & No. Address Contract Period of Works* of
State of (Rs. Cr) Completion remaining completion
*Attach certificate (s) from the Engineer(s) in-charge
** Immediately preceding the financial year in which bids are received.
1.5 Availability of key items of Contractors Equipment for carrying out the works (Ref.
Clause 4.5.5). The Bidder should list all the information requested below.
Item of Requirement Availability Proposals Remarks
Equipment No. Capacity Owned/ Nos./ Age/ (from whom
Leased to be Capacity Conditions to be
procured purchased
1.6 Qualifications and experience of key personnel required for administration and
execution of the contract. Attach biographical data. Refer also to Sub Clause 9.1 of the
Conditions of Contract.
Position Name Qualification Year of Year of
Experience experience in
(General) the proposed
Project Manager
1.7 Proposed sub-contract and firms involved
Sections of the Value of Sub- Sub-Contractor Experience in
works Contractor (Name & similar work
Attach copies of certificates on possession of valid license for executing water supply/
sanitary work/ building electrification works.
1.8 Financial reports for the last five years: balance sheets, profit and loss statements,
auditors’ reports (in case of companies/corporations), etc. List them below and
1.9 Evidence of access to financial resources to meet the qualification requirements:
cash in hand, lines of credit, etc. List them below and attach copied documents.
1.10 Name, address, and telephone, telex, and fax numbers of the Bidders bankers who
may provide references if contacted by the Employer.
1.11 Information on Litigation history in which the Bidder is involved.
Other Party Employer Cause of Amount Remarks
(ies) Dispute Involved showing
1.12. Statement of compliance under the requirements of Sub Clause 3.2 of the instruction
to Bidders. (Name of Consultant engaged for project preparations is *............................. )
1.13 Proposed work method and schedule. The Bidder should attach descriptions,
drawings and charts as necessary to comply with the requirements of the Bidding
documents. (Refer ITB Clause 4.1)
3. Additional Requirements
3.1 Bidders should provide any additional information required to fulfill the
requirements of Clause 4 of the Instructions to the Bidders, if applicable.
(ii) Undertaking
* Fill the name of Consultant
SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR
AVAILABILITY OF CREDIT FACILITIES
(CLAUSE 4.5.6 OF ITB)
BANK CERTIFICATE
This is to certify that M/s. is a reputed company
with a good financial standing.
If the contract for the work, namely is awarded to the
above firm, we shall be able to provide overdraft/credit facilities to the extent of
Rs. to meet their working capital requirements for executing the above
during the contract period.
Senior Bank Manager
Address of the Bank
1. I, the undersigned, do hereby certify that all the statements made in the required
attachments are true and correct.
2. The undersigned also hereby certifies that neither our firm M/s.
_ have not abandoned any work of
Government of Gujarat/Government of India/any Board or Corporation under
Government of Gujarat/Government of India nor any contract awarded to us for
such works have been rescinded, during last five years prior to the date of this
3. The undersigned hereby authorize(s) and request (s) any bank, person, firm or
corporation to furnish pertinent information deemed necessary and requested by
the Department to verify this statement or regarding any (our) competence and
general reputation.
4. The Undersigned understands and agrees that further qualifying information
may be requested, and agrees to furnish any such information at the request of
the Department/ Project implementing agency.
(Signed by an Authorized Officer of the Firm)
Title of Officer
I, the undersigned do hereby undertake that our firm
up to 25% of the value of the work during implementation of the contract.
(Signed by an Authorized officer of the firm)
Title of officer
Deputy Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
CONDITIONS OF CONTRACT
Conditions of Contract
Table of Contents
A General Page D. Cost Control
1 Definitions 37 37 Bill of Quantities
2 Interpretation 38 38 Changes in the Quantities
3 Language and Law 39 39 Variations
4 Engineer’s Decisions 39 40 Payments for Variations
5 Delegations 39 41 Cash Flow Forecasts
6 Communications 39 42 Payment Certificates
7 Sub-Contractors 39 43 Payments
8 Other Contractors 39 44 Compensations Events
9 Personnel 40 45 Tax
10 Employer’s & Contractor Risk 40 46 Currencies
11 Employers Risks 40 47 Price Adjustment
12 Contractor’s Risk 40 48 Retention
13 Insurance 40 49 Liquidated damages
14 Site Investigations Reports 41 50 Bonus
15 Queries about the Contract 41 51 Advance Payment
16 Contractors to Construct the 41 52 Securities
17 The Works to be Completed By 41 53 Deleted
the Intended Completion Date
18 Approval by the Engineer 41 54 Cost of Repair
20 Discoveries 42 E. Finishing the Contract
21 Possession of the Site 42 55 Completion
22 Access to the Site 42 56 Taking Over
23 Instructions 42 57 Final Account
24 Disputes 42 58 Operating and Maintenance
25 Procedure for Disputes
26 Deleted 43 59 Terminations
60 Payment upon Terminations
B. Time Control 61 Property
27 Programme 44 62 Release from Performance
28 Extensions of the Intended
completion date
29 Deleted 44 F.Special Conditions of
30 Delays Ordered by The 44 63 Labour
Engineer 64 Compliance with labour
31 Management Meetings 45 65 Arbitration
32 Early Warning
C. Quality Control
33 Identifying Defects
35 Correction of Defects
36 Uncorrected Defects
CONDITIONS OF CONTRACT
1.1 Terms which are defined in the Contract Data are not also defined in the Conditions
of Contract but keep their defined meaning.
Bill of Quantities means the priced and completed Bill of Quantities
forming part of the Bid
Compensation Events are those defined in Clause 44 hereunder
The Completion Date is the date of completion of the Works as certified by
the Engineer in accordance with Sub Clause
The Contract is the contract between the Employer and Contractor to
execute, complete and maintain the Works till the completion of Defects
Liability Period. It consists of the documents listed in Clause 2.3 below.
The Contract data defines the documents and other information which
comprise the Contract.
The Contractor is a person or corporate body whose Bid to carry out the
Work has been accepted by the Employer.
The Contractor’s Bid is the completed Bidding document submitted by the
Contractor to the Employer and includes Technical and Financial Bids.
The Contract Price is the price stated in the Letter of Acceptance and
thereafter as adjusted in accordance with the provisions of the Contract.
Days are calendar days: months are calendar months.
The Defects Liability Period is the period named in the Contract Data and
calculated from the Completion Date.
The Employer is the party who will employ the Contractor to carry out the
The Engineer is the person named in the Contract Data (or any other
competent person appointed and notified to the contractor to act in replacement of
the Engineer) who is responsible for supervising the Contractor, administering the
Contract, certifying payments due to the Contractor, issuing and valuing Variations
to the Contract, awarding extensions of time, and valuing the Compensations
Equipment is Contractor’s machinery and vehicles brought temporarily to
the site to construct the Works.
The Initial Contract Price is the Contract Price listed in the Employer’s
Letter of Acceptance.
The Intended Completion Date is the date on which it is intended that the
Contractor shall complete the Works. The Intended Completion Date is specified in
the Contract Data. The Intended Completion Date may be revised only by the
Engineer by issuing an extension of time.
Materials are all supplies, including consumables, used by the contractor for
incorporation in the works.
Plant is any integral part of the work which is to have mechanical, electrical,
electronic or chemical or biological functions.
The Site is the area defined as such in the Contract Data.
Site Investigation Reports are those which were included in the Bidding
documents and are factual interpretive reports about the surface and subsurface
conditions at the site.
Specifications means the Specifications of the works included in the Contract
and any modification or addition made or approved by the Engineer.
The Start Date is given in the Contract Data. It is the date when the
Contractor shall commence execution of the works. It does not necessarily coincide
with any of the Site Possession Dates.
A Subcontractor is a person or corporate body who has a Contract with the
Contractor to carry out a part of the work in the Contract which includes work on the
Temporary Works are works designed, constructed, installed, and removed
by the Contractor which are needed for construction or installation of the Works.
A Variation is an instruction given by the Engineer, which varies the Works.
The Works are what the Contract requires the Contractor to construct, install,
and turn over to the Employer, as defined in the Contract Data.
2. Interpretation
2.1 In interpreting these Conditions of Contract, singular also means plural, male
also means female or neuter and the other way around. Heading have no
significance. Words have their normal meaning under the language of the
Contract unless specifically defined. The Engineer will provide instructions
clarifying queries about Conditions of Contract.
2.2 If sectional completion is specified in the Contract Data, references in the
Conditions of Contract to the Works, the Completion date, and Intended
Completion Date apply to any Section of the Works (other than references to
the Completion Date and Intended Completion date for the whole works)
2.3 The documents forming the Contract shall be interpreted in the following
order of priority
(2) Letter of Acceptance, notice to proceed with works
(3) Contractor’s Bid
(4) Contract Data
(5) Conditions of Contract including Conditions of Contract
(6) Specifications
(8) Bills of quantities and
(9) Any other document listed in the Contract Data as forming part of the
3. Language and Law
3.1 The language of the Contract and the law governing the Contract are stated in
the Contract Data.
4. Engineers Decisions
4.1 Except where otherwise specifically stated, the Engineer will decide
contractual matters between the Employer and the Contractor in the role
representing the Employer.
5.1 The Engineer may delegate any of his duties and responsibilities to other
people after notifying the Contractor and may cancel any delegation after
notifying the Contractor.
6. Communications
6.1 Communications between parties which are referred to in the conditions are
effective only when in writing. A notice shall be effective only when it is
delivered (in terms of Indian Contract Act).
7. Sub-Contracting
7.1 The Contractor may subcontract any portion of work, up to a limit specified in
contract data, with the approval of the engineer but may not assign the
Contract without the approval of the Employer in writing. Subcontracting
shall not alter the Contractor’s obligations. Sub-contracting of supply or
specific items of work is not allowed.
7.2 The sub-contractor must be registered in appropriate class and category for
the part of work to be subcontracted.
8. Other Contractors
8.1 The Contractor shall cooperate and share the Site with other contractors,
public authorities, utilities and the Employer between the dates given in the
Schedule of other Contractor. The Contractors shall as refer to in the Contract
Data, also provide facilities and services for them as described in the
Schedule. The employer may modify the schedule of other contractors and
shall notify the contractor of any such modifications.
9.1 The Contractor shall employ the key personnel named in the Schedule of Key
Personnel as referred to in the Contract Data to carry out the functions stated
in the Schedule or other personnel approved by the Engineer. The Engineer
will approve any proposed replacement of key personnel only if their
qualifications, abilities, and relevant experience are substantially equal to or
better than those of the personnel listed in the Schedule.
9.2 If the engineer asks the Contractor to remove a person who is a member of
the Contractor Staff or his work force stating the reasons the Contractor shall
ensure that the person leaves the Site within seven days and has no further
connection with the work in the Contract.
10. Employer’s and Contractors Risks
10.1 The Employer carries the risk which these Contract states are Employer’s
risks, and the Contractor carries the risks which these Contracts states are
Contractors risk.
11. Employer’s Risks
11.1 The employer is responsible for the excepted risks which are (a) in so far as
they directly affect the execution of the Works, the risks of war, hostilities,
invasion, act of foreign enemies, rebellion, revolution, insurrection or military
or usurped power, civil war, riot commotion or disorder (unless restricted to
the Contractor’s employees), and contamination from any nuclear fuel or
nuclear waste or radioactive toxic explosive.
12. Contractor’s Risks
12.1 All risks of loss of or damages to physical property and of personal injury and
death which arise during and in consequence of the performance of the
Contract other than the excepted risks are the responsibility of the
13.1 The Contractor shall provide, in the joint names of the Employer and the
Contractor, insurance cover from the Start date to the end of the Defects
Liability Period, in the amounts and deductibles stated in the Contract data
for the following events which are due to the Contractor’s risks:
(a) Loss of or damage to the works, Plant and materials,
(b) Loss of or damage to Equipment
(c) Loss of or damages of property (expect the Works, Plant, Materials and
Equipment) in connection with the Contract; and
(d) Personal injury or death.
13.2 Policies and certificates for insurance shall be delivered by the Contractor to
the Engineer for the Engineer’s approval before the Start Date. All such
insurance shall provide for compensation to be payable in the types and
proportions of currencies required to rectify the loss or damage incurred.
13.3 If the Contractor does not provide any of the policies and certificates
required, the Employer may affect the insurance which the Contractor should
have provided and recover the premiums the Employer has paid from
payments otherwise due to the Contractor or, if no payment is due, the
payment of the premiums shall be a debt due.
13.4 Alterations to the terms of an insurance shall not be made without the
approval of the Engineer.
13.5 Both parties shall comply with any conditions of the insurance policies.
14. Site Investigation Report
14.1 The Contractor in preparing the Bid shall rely on any site Investigation
reports referred to in the Contract Data, supplemented by any information
available to the Bidder.
15. Queries about the Contract data
15.1 The engineer will clarify queries on the Contract Data
16. Contractor to Construct the Works
16.1 The Contractor shall construct and install the works in accordance with the
specification and Drawings.
17. The Works to be completed by the Intended Completion Date
17.1 The Contractor may commence execution of the Works on the Start Date and
shall carry out the Works in accordance with the programme submitted by
the Contractor, as updated with the approval of the Engineer, and complete
them by the Intended Completion date
18. Approval by the Engineer
18.1 The Contractor shall submit Specifications and Drawings showing the
proposed Temporary works to the Engineer, who is to approve them if they
comply with the Specifications and drawings.
18.2 The Contractor shall be responsible for design of temporary works.
18.3 The Engineer’s approval shall not alter the contractor responsibility for
design of the Temporary works.
18.4 The Contractor shall obtain approval of third parties to the design of the
Temporary works where required.
18.5 All Drawings prepared by the Contractors for the execution of the temporary
or permanent work are subject to prior approval by the Engineer before their
19.1 The Contractor shall be responsible for the safety of all activities on the Site.
20. Discoveries
20.1 Anything of historical or other interest or of significant value unexpectedly
discovered on the site is the property of the Employer. The contractor is to
notify the engineer of such discoveries and carry out the Engineer’s
instructions for dealing with them.
21. Possession of the Site
21.1 The Employer shall give possession of all parts of the site to the Contractor. If
possession of a part is not given by the date stated in the Contract Data the
Employer is deemed to have delayed the start of the relevant activities and
this will be a Compensation Event.
21.2 If within 25% of the time limit of the project, 80% of possession of the site is
not handed over to the Contractor, then contractor/ Employer may fore-close
the contract. Contractor/Employer has to foreclose the work within 30 days
after lapse of 25%-time limit and after 30 days foreclosure option will be
22. Access to the Site
22.1 The Contractor shall allow the Engineer and any person authorized by the
Engineer access to the Site, to any place where work in connection with the
Contract is being carried out or is intended to be carried out and to any place
where materials or plants are being manufactured/ fabricated/ assembled for
23. Instructions
23.1 The Contractor shall carry out all instructions of the Engineer pertaining to
works which comply with the applicable laws where the site is located.
23.2 The Contractor shall permit the Employer to inspect the Contractor’s
accounts and records relating to the performance of the Contractor and to
have them audited by auditors appointed by the Employer, if so required by
24.1 If the Contractor is of the view that a decision taken by the Engineer was either
outside the authority given to the Engineer by the Contract or that the decision
was wrongly taken, the decision shall be referred to Superintending Engineer,
Vadodara (R & B) Circle, Vadodara (Higher Authority) within 14 days of the
notification of the Engineer's decision. If the issue is not resolved, any party can
refer the matter for conciliation within 15 days from the decision given by the
Superintending Engineer, Vadodara (R & B) Circle, Vadodara.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the Superintending Engineer, Vadodara (R & B) Circle,
Vadodara, both the parties have to refer to the Chief Engineer concern for
the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied with
the decision of the Superintending Engineer, Vadodara (R & B) Circle,
Vadodara, both the parties have to refer to the #Secretary, Roads &
Building Department, Government of Gujarat for the conciliation process.
If the dispute is not resolved through the conciliation process, he may refer
the dispute to Gujarat Public Works Contract Dispute Arbitration Tribunal. If
the Contractor fails to refer a claim / dispute to the Higher Authority within
14 days of the notification of the Engineer's decision, the Contractor shall not
be entitled to any additional payment/claim if he doesn’t follow the above
sequence in stipulated time and he should not stop the work.
25. Procedure for Disputers
25.1 The arbitration shall be conducted in accordance with the arbitration
procedure stated in the Special Conditions of Contract.
B. TIME CONTROL
27.1 Within the time stated in the Contract Data the Contractor shall submit to the
Engineer for approval a Programme showing the general methods,
arrangements orders, and timing for all the activities in the works along with
monthly cash flow forecast.
27.2 An update of the Programme shall be a programme showing the actual
progress achieved on each activity and the effect of the progress achieved on
the timing of the remaining work including any changes to the sequence of
the activities.
27.3 The Contractor shall submit to the Engineer, for approval an updated
programme at intervals no longer than the period stated in the Contract data.
If the Contractor does not submit an updated programme within this period,
the Engineer may withhold the amount stated in the Contract data from the
next payment after the date on which the overdue programme has been
27.4 The Engineer’s approval of the programme shall not alter the Contractor’s
obligations. The Contractor may revise the programme and submit it to the
Engineer again at any time. A revised programme is to show the effect of
Variations and Compensations events.
28. Extension of the Intended Completion Date
28.1 The Engineer shall extend the Intended Completion Date if a compensation
Event occurs or a Variation is issued which makes it impossible for
completion to be achieved by the Intended Completion Date without the
Contractor taking steps to accelerate the remaining work and which would
cause the Contractor to incur additional cost.
28.2 The Engineer shall decide whether and by how much to extend the Intended
Completion Date within 35 days of the Contractor asking the Engineer for a
decision upon the effect of a compensation event or Variation and submitting
full supporting information. If the Contractor has failed to give early warning
of a delay or has failed to cooperate in dealing with a delay, the delay by this
failure shall not be considered in assessing the new Intended Completion
28.3 The Engineer shall within 14 days of receiving full justification from the
contractor for extension of Intended Completion Date refer to the Employer
his decision. The employer shall in not more than 21 days communicate to the
engineer the acceptance or otherwise of the Engineer’s decision. If the
employer fails to give his acceptance, the Engineer shall not grant the
extension and the contractor may refer the matter under Clause
30. Delays Ordered by the Engineer
30.1 The Engineer may instruct the Contractor to delay the start or progress of any
activity within the works.
31. Management Meetings
31.1 Either the Engineer or the Contractor may require the other to attend a
management meeting. The business of a management meeting shall be to
review the plans for remaining work and to deal with matters raised in
accordance with the early warning procedure.
31.2 The Engineer shall record the business of management meetings and is to
provide copies of his record to those attending the meeting and to the
Employer. The responsibility of the parties for actions to be taken is to be
decided by the Engineer either at the management meeting or after the
management meeting and stated in writing to all who attended the meeting.
32. Early Warning
32.1 The Contractor is to warn the Engineer at the earliest opportunity of specific
likely future events or circumstances that may adversely affect the quality of
the work, increase the Contract price or delay the execution of works. The
Engineer may require the contractor to provide an estimate of the expected
effect of the future event or circumstance on the contract price and
completion date. The estimate is to be provided by the Contractor as soon as
reasonably possible.
32.2 The Contractor shall cooperate with the Engineer in making and considering
proposals for how the effect of such an event or circumstance can be avoided
or reduced by anyone involved in the work and in carrying out any resulting
instruction of the Engineer.
C. QUALITY CONTROL
# 33. Identifying Defects/ Defect liability period
33.1 : Defect liability period : The contractor shall be responsible to make good
and remedy at his own expense any defect which may develop or may be
noticed before the period mentioned hereunder from the certified date of
completion. The Engineer in charge shall give the contractor a notice in
writing about the defects and the contractor shall make good the same within
15 days of receipt of the notice. In the case of failure on the part of the
contractor, the Engineer- in-charge may rectify or remove or re-execute the
work at the risk & cost of the contractor. The Engineer-in-charge shall be
entitled to appropriate the whole or any part of the amount of security
deposit towards the expenses, if any, Incurred by him in rectification, removal
or re-execution. The Defects Liability period shall be as under….
(a) For all works costing up to Rs. 50,000 (amount put to tender), the period shall
be 3 Months from the certified date of completion.
(b) For all works costing more than Rs. 50,000 and up to Rs. 1 crore (amount put
tender), the period shall be 12 ( Twelve ) months from the certified date of
completion or one monsoon, whichever is later.
(c) For major projects costing more than Rs. 1 crore, the period shall be
Months from the certified date of completion which should include three
(d) For original building works the defect liability period will be 4 years or elapse
of 4 monsoon period following date of possession of building taken over by
user agency following the certified date of completion, whichever is later.
For the purpose of deciding the monsoon period, the 30th September shall be
treated as the last date.
Modified vide R & B D Circular No. PAC-11-102008-2076-N dated 31/8/2009,
PRCH/102013(2976) 2759-N, Dated 27/05/2013 and Circular No. TNC/10/
2016/Clause 17A (Correction/(1)C Dated 12/05/2016]
33.2 Free maintenance guarantee period for works of Road/Bridge construction
(a) For resurfacing work of road free maintenance guarantee period one year
from the date of completion.
(b) In case of widening of the road/strengthening of the road/bridge, the
contractor shall have to give four years free maintenance guarantee
from the certified date of completion. During this period the contractor
shall visit the site every six months along with the concerned Section
Officer / Deputy Executive Engineer and will examine the work already
carried out in this contract like road work, jungle cutting, side shoulders,
side gutter, road furniture, patta etc. and will prepare Km. wise inspection
report duly signed by all concerned and any defect observed shall be done
within 15 days by the contractor at his risk and cost as per the direction of
Engineer in charge. The contractor needs to do videography of these visits
and require to submit at the time of release of FMG. If B.T. the surface
during the maintenance period of 4 years is worn out then agency shall
have to provide renewal coating as per tender item as directed by the
Engineer-in- charge. The amount equivalent to 5% of each running bill
shall be withheld and will be released after the free maintenance
guarantee period (i.e. 4 years) is over.
However, this amount shall be released against fixed deposit or bank
guarantee pledged in the name of Executive Engineer after completion
certificate of work is issued.
(1) The flakiness and elongation index (combined) for coarse aggregates
under no circumstances shall exceed the allowable limit set forth in the
relevant clause for the material in question.
(2) 2% of the amount eligible for the payment of bituminous items shall be
withheld till the miscellaneous items like earthwork in embankment /
cutting for side shoulders, side gutters, kilometer / indicator / guard
stones, sign boards etc. are completed in all respect by the contractor.
After completion of the miscellaneous items, the above said 2% withheld
amount shall be released.
(Govt. of Gujarat's G.R. No.: TNC-10-2013-3(Part-3)/C, Dtd. 13/12/2013).
(3) Videography for the surface under Maintenance Guarantee is to be done as
per Govt. letter No.: SSR/10/2015-16/26/C, Dtd. 26/11/15 for the work
costing more than Rs. 5.00 Crore.
(4) Setting up of adequate laboratory & deployment of quality engineers.
The contractor shall have to set up the laboratory with adequate
equipment. Till the setting up of adequate laboratory is completed &
reported of this to the engineer (subject to due verification by engineer’s
representative) by contractor in writing, Rs.2,00,000/- shall be withheld.
The qualified quality Engineer shall be deployed exclusively for this
contract by the contractors. If quality Engineer is not deployed by
contractor within one month after the date of work order, the amount
equivalent to Rs.20,000 per month shall be recovered till the actual
deployment of quality engineer. The amount so recovered towards the
deployment of quality engineers shall not be refunded.
(5) Asphalt work will have to be cross checked as per G.R. No.: RGN/60/
2006/35/C, dtd.31/05/07 before final bill is paid.
(6) Maintenance during Construction Period
During the Construction Period, the Contractor shall maintain, at his own
risk and cost, the existing lane(s) of the road so that the traffic worthiness
and safety thereof are at no time materially inferior as compared to their
condition 10 (ten) days prior to the date of the Agreement and shall
undertake the necessary repair and maintenance works for this purpose;
provided that the Contractor may, at his cost, interrupt and divert the flow
of traffic if such interruption and diversion is necessary for the efficient
progress of works and conforms to Good Industry Practice; provided
further that such interruption and diversion shall be undertaken by the
Contractor only with the prior written approval of the Executive Engineer
which approval shall not be unreasonably withheld. For the avoidance of
doubt, it is agreed that the Contractor shall at all times be responsible for
ensuring safe operation of the road.
33.3 The Engineer shall check the Contractor’s work and notify the Contractor of
any defects that are found. Such checking shall not affect the Contractor’s
responsibilities the Engineer may instruct the Contractor to search for a
Defect and to uncover and test any work that the Engineer considers may
34.1 If the engineer instructs the Contractor to carry out a test not specified in the
Specification to check whether any work has a Defect and the test shows that
it does, the Contractor shall pay for the test and any samples. If there is no
defect the test shall be a Compensation Event.
34.2 #1% of the amount of work done should be deducted from R.A. Bill of the
contractor for testing the quality of material workmanship, irrespective of
actual charges.
34.3 Agency has to establish testing laboratory on site for the various test to be
carried out in the work for this purpose agency shall construct a pukka
laboratory building with all facility on site at location specified by the
engineer in charge.
35. Correction of defects
35.1 The engineer shall give notice to the Contractor of any defects before the end
of the defects Liability Period, which begins at Completion and is defined in
the contract data. The Defects Liability Period shall be extended for as long as
Defects remain to be corrected.
35.2 Every time notice of a Defect is given, the Contractor shall correct the notified
defect within the length of time specified by the Engineer’s notice.
36. Uncorrected Defects
36.1 If the Contractor has not corrected a defect within the time specified in the
Engineer’s notice, the Engineer will assess the cost of having the Defect
corrected, and the Contractor will pay this amount.
D. COST CONTROL
37. Bill of Quantities
37.1 The bill of Quantities shall contain items for the constructions, installation,
testing and commissioning work to be done by the Contractor.
37.2 The bill of Quantities is used to calculate the Contract price. The Contractor is
paid for the quantity of the work done at the rate in the Bill of Quantities for
38. Change in the Quantities
38.1 The Engineer shall have power to make any alterations in or addition to the
original specifications , drawings, designs and instructions that may appear to
him to be necessary or advisable during the progress of the work and the
contractor shall be bound to carry out the work in accordance with any
instruction in this connection which may be given to him in writing signed by
the Engineer and such alteration shall not invalidate the contract and any
additional work which the contractor may be directed to do in the manner
above specified as part of the work shall be carried out by the contractor on
the same conditions in all respects on which he agreed to do the main work
and at the same rate as are specified in the tender for the main work.
Except that when the quantity of any item exceeds the quantity as in the
tender by more than 130%, the contractor will be paid for the quantity in
excess of 130%, at the rate entered in the SOR of the year during which the
excess in quantity is first executed.
39.1 All Variations shall be included in updated programmes produced by the
40. Payments for Variations
40.1 If the additional or altered work includes any class of work for which no rate is
specified in this contract, then such class of work shall be carried out as under.
(i) At the rate derived from the item within the contract which is comparable to
the one involving additional or altered class of work; where there are more
than one comparable items, the item of the contract which is nearest in
comparison with regard to class or classes of the work involved shall be
selected and the decision of the Superintending Engineer as to the nearest
comparable item shall be final and binding on the contractor.
(ii) If the rate cannot be derived in accordance with (i) above, such class of works
shall be carried out at the rate entered in the Schedule of Rates of the division
for the year in which the tender was received, increased or decreased by the
percentage by which the tender amount is more or less as compared to the
amount arrived at the rates in the “Schedule of Rates” of the Division in the
year in which the tender was received. If the Schedule of rates of the Division
does not contain all the items, the percentage increase or decrease of the
tender shall be calculated considering such items which were included in the
“Scheduled Rates” of the division for the year and for materials consumed on
such item the rate to be charged would be the basic rate taken into account
for fixing the rate in S.O.R. referred to above.
(iii) If it is not possible to arrive at the rate from (i) and (ii) above, such class of
work shall be carried out at the rate decided by the competent authorities on
the basis of detailed rate analysis after hearing the contractor before a
Committee of two Superintending Engineers stationed at the same place or
the nearest place.
40.2 If the additional or altered work, for which no rate is entered in the “Schedule
of Rates” of the Division is ordered to be carried out before the rate is agreed
upon, then the contractor shall within seven days of the date of receipt by him
of the order to carry out the work, inform the Engineer-in-charge of the rate,
which it is his intention to charge for such class of work and if the Engineer in
charge does not agree to this rates, he shall by notice in writing be at liberty
to cancel his order to carry out such class of work and arrange to carry it out
in such manner as he may consider it advisable, provided always that if the
contractor shall commence work or incur any expenditure in regard thereof
before the rates shall have been determined as lastly herein before
mentioned, then in such cases he shall only be entitled to be paid in respect of
the work carried out or expenditure incurred by him prior to the date of the
determination of the rate as aforesaid according to such rate or rates as shall
be fixed by the Engineer-in-charge. In the event of the dispute, the decision of
the Superintending Engineer of the Circle shall be final.
Where, however, the work is to be executed according to the designs,
drawings and specifications recommended by the contractor and accepted by
the competent authority, the alternation above referred to shall be within the
scope of such designs, drawings and specifications appended to the tenders.
The time limit for the completion of the work shall be extended in the
proportion that the increase in the cost occasioned by alterations bears to the
cost of the original work and the certificate of the Engineer-in-charge as to
such proportion shall be final and conclusive.
41. Cash Flow Forecasts
41.1 When the programme is updated, the contractor is to provide the engineer
with an updated cash flow forecast.
42. Payment certificates.
42.1 The Contractor shall submit to the Engineer monthly statements of the
estimated value of the work completed less the cumulative amount certified
42.2 The Engineer shall check the Contractor’s monthly statement within 14 days
and certify the amount to be paid to the Contractor after taking in to account
any credit or debit for the month in question in respect of materials for the
works in the relevant amounts and under conditions set forth in sub-clause
32.3 of the Contract Data (secured Advance).
42.3 The value of work executed shall be determined by the Engineer.
42.4 The value of work executed shall comprise the value of the quantities of the
items in the Bill of Quantities completed.
42.5 The value of work executed shall include the valuation of variations and
compensation events.
42.6 The Engineer may exclude any item certified in a previous certificate or
reduce the proportion of any item previously certified in any certificate in the
light of later information
43.1 Payments shall be adjusted for deductions for advance payments, retention,
other recoveries in terms of the contract and taxes at source, as applicable
under the law. The Employer shall pay the Contractor the amounts certified
by the Engineer within 28 days of the date of each certificate.
43.2 Payment of GST (prevailing rates) on the amount payable under the contract
to the Contractor will be made by the Employer. Hence, it is the responsibility
of the contractor to pay the GST to the concerned Authority.
43.3 Items of the works for which no rate or price has been entered in will not be
paid by the Employer and shall be deemed covered by other rates and prices
in the Contract.
44. Compensation events
44.1 The following are compensation Events unless they are caused by the
(a) The Employer does not give access to a part of the Site by the site
Possession date stated in Contract data to the Contractor
44.2 In case of compensation event occurs and it prevents the work being
completed beyond the Intended Completion Date then Authority will approve
EOT with eligible contractual price escalation.
45.1 The rates quoted by the Contractor must be inclusive of all taxes prevailing on
due date of bid submission except GST. However, any subsequent changes in
the tax structure by Government after due date of bid submission will be
compensated (+/-) on availability or submission of actual documentation.
Contractor will have to intimate Engineer regarding changes occurred in the
tax structure after bid submission. If the contractor fails to provide such
information and if any financial obligation may arise due to change in tax
structure, same will be recovered from the contractor.
45.2 GST will be paid separately on the bills. Hence, it is the responsibility of the
contractor to pay the GST to the concerned Authority.
46. Currencies.
46.1 All payment shall be made in Indian Rupees.
47. Price Adjustment
47.1 Contract price shall be adjusted for increase or decrease in rates and price of
labour, materials, fuels and lubricants in accordance with the following
principles and procedures and as per formula given in the contract data:
(a) The price adjustment shall apply for the work done from the start date
given in the contract data up to end of the initial intended completion date
or extensions granted by the Engineer and shall not apply to the work
carried out beyond the stipulated time for reasons attributable to the
(b) The price adjustment shall be determined during each month from the
formula given in the contract data.
(c) Following expressions and meanings during to the work done during each
R = Total value of work done during the month. It would include the
amount of secured advance granted, if any, during the month less the
amount of secured advance recovered, if any during the month. It will
exclude value for works executed under variations for which price
adjustment will be worked separately based on the terms mutually
47.2 To the extent that full compensation for any rise or fall in costs to the
contractor is not covered by the provisions of this or other clause in the
contract, the unit rates and prices included in the contract shall be deemed to
include amounts to cover the contingency of such other rise or fall in costs.
48.1 The Employer shall retain from each payment due to Contractor the
proportion stated in the Contract Data until Completion of the whole of the
48.2 On Completion of the whole of the Works half the total amount retained is
48.2 On Completion of the whole of the Works half the total amount retained is
repaid to the Contractor and half when the Defects Liability Period has passed
and the Engineer has certified that all Defects notified by the Engineer to the
Contractor before the end of this period have been corrected.
48.3 On completion of the whole works, the contractor may substitute retention
money with an “on demand” Bank guarantee.
In case, Contractor requests for refund of the Retention Money deducted by
the Employer under the provision of this clause, Employer shall consider the
said request of the Contractor provided that the refund hereunder shall be
made in trenches of not less than 1% (One Percent) of the Contract Price and
Contractor furnishes an irrevocable and unconditional Bank guarantee for an
equal amount substantially in the format of Bank Guarantee for Performance
Guarantee enclosed with SBD and valid up to 60 day beyond the scheduled /
extended Defects Liability Period. On completion of the whole works, the
contractor has however an option to submit a fresh irrevocable and
unconditional Bank Guarantee for an amount equal to 5% of the total value of
work executed substantially in the format of Bank Guarantee for Performance
Guarantee enclosed with SBD and valid up to 60 days beyond the Defect
Liability Period and yet refund the Retention Money Bank Guarantee
submitted for refund of Retention Money.
49. Liquidated Damages
49.1 The Contractor shall pay liquidated damages to the Employer at the rate per
day stated in the Contract Data for each day that the Completion Date is later
than the Intended Completion Date (for the whole works or the milestone as
stated in the contract data). The total amount of liquidated damages shall not
stated in the contract data). The total amount of liquidated damages shall not
exceed the amount defined in the Contract Data. The Employer may deduct
liquidated damages from payment due to the Contractor. Payment of
liquidated damages does not affect the Contractor’s liabilities.
49.2 If the Intended Completion Date is extended after liquidated damages have
been paid, the Engineer shall correct any overpayment of liquidated damages
by the Contractor by adjusting the next payment certificate. The Contractor
shall not be entitled for any interest on the over payment calculated from the
date of payment to the date of repayment.
49.3 If the contractor fails to comply with the time for completion as stipulated in the
tender, then the contractor shall pay to the employer the relevant sum stated in
the Contract Data as Liquidated damages for such default and not as penalty for
everyday or part of day which shall elapse between relevant time for
completion and the date stated in the taking over certificate of the whole of the
works on the relevant section, subject to the limit stated in the contract data.
The employer may, without prejudice to any other method of recovery
deduct the amount of such damages from any monies due or to become due to
the contractor. The payment or deduction of such damages shall not relieve
the contractor from his obligation to complete the works on from any other of
his obligations and liabilities under the contract.
49.4 If, before the Time for Completion of the whole of the Works or, if applicable
any Section, a Taking Over Certificate has been issued for any part of the
Works or of a Section, the liquidated damages for delay in completion of the
remainder of the Works or of that Section shall, for any period of delay after
the date stated in such Taking-Over-Certificate, and in the absence of
alternative provisions in the Contract, be reduced in the proportion which the
value of the part so certified bears to the value of the whole of the Works or
Section, as applicable. The provisions of this Sub-clause shall only apply to the
rate of liquidated damages and shall not affect the limit thereof.
50.1 If the contractor achieves completion of the whole of the works prior to the
intended Completion Date prescribed in Contract Data the Employer shall pay
to the contractor a sum stated in Contract Data as bonus for every completed
month but subjected to maximum amount as stated in Contract Data;
which shall elapse between the date of completion of all items of works as
stipulated in the contract, including variations ordered by the Engineer and
the time prescribed in Clause
50.2 Bonus shall be paid only to works amounting to above INR 5 crore with time
limit of the works is equal or more than 6 months. The bonus would be paid
% of Time Saved % of Initial Contract Price
entitled for Bonus
Less than 10% 0%
51. Advance Payment.
51.1 The Employer shall make advance payment (not to be paid less than two
installments except in special circumstances for which the reason to be
Recorded in writing) to the Contractor of the amounts stated in the Contract
Date by the date stated in the Contract Date, against provision by the
Contactor of an Unconditional Bank Guarantee in a form and by a bank
acceptable to the Employer in amounts and currencies equal to be at least
110% of the advance payment. The guarantee shall remain effective until the
advance payment has been repaid, but the amount of the guarantee shall be
progressively reduced by the amounts repaid by the Contractor. The
Mobilization advance would be deemed as interest bearing advance at an
interest rate of 10 % to be compounded, quarterly.
51.2 The Contractor is to use the advance payment only to pay for Equipment,
plant and Mobilization expenses required specifically for execution of the
Works. The Contractor shall demonstrate that advance payment has been
used in this way by supplying copies of invoices or other documents to the
51.3 The advance payment shall be repaid by deduction proportionate amount
from payments otherwise due to the Contractor, following the schedule of
completed percentages of the Works on a payment basis. No account shall be
taken of the advance payment or its repayment in assessing valuations of
work done, variations, price adjustments, Compensation Events, or
Liquidated damages.
52.1 The performance Security (including additional security for unbalanced bids)
shall be provided to the Employer no later than the date specified in the
Letter of Acceptance and shall be issued in an amount and form and by a bank
or surety acceptable to the Employer, and denominated in Indian Rupees. The
performance Security shall be valid until a date 60 days from the date of
expiry of Defects Liability Period and the additional security for unbalanced
bids shall be valid until a date 28 days from the date of issue of the certificate
54. Cost of Repairs.
54.1 Loss or damage to the Works or Materials to be incorporated in the Works
between the Start date and the end of Defects Correction periods shall be
remedied by the Contractor at the Contractor’s cost if the loss or damages
arises from the Contractor’s acts or omissions.
E. FINISHING THE CONTRACT
55.1 The Contractor shall request the Engineer to issue a Certificate of Completion
of the works and the Engineer will do so upon deciding that the work is
56. Taking Over
56.1 The Employer shall take over the Site and the Works within seven days of the
Engineer issuing a certificate of Completion.
57. Final Account
57.1 The Contractor shall supply to the Engineer a detailed final account of the
total amount that the Contractor considers payable as full and final settlement
total amount that the Contractor considers payable as full and final settlement
of all claims under the Contract for items before the end of the Defects
Liability Period. The Engineer shall issue a Defect Liability Certificate and
certify any final payment that is due to the Contractor within 56 days of
receiving the Contractor's account if it is correct and complete. If it is not, the
Engineer shall issue within 56 days a schedule that states the scope of the
corrections or additions that are necessary. If the Final Account is still
unsatisfactory after it has been resubmitted, the Engineer shall decide on the
amount payable to the Contractor and issue a payment certificate, within
days of receiving the Contractor’s revised account.
57.2 If reversal in characteristic of tender (L1 becoming L2) on account of excesses
and savings in final account is observed, the Engineer/Employer shall be at
liberty to restrict the final payment of BOQ items to the lowest amount
evaluated of the bids considering the final quantities and the rates quoted
including the rebates if any. Payment of variation items shall however be
made at the rates approved by the Employer, within 90 days from the
physical completion of work.
58. Operating and Maintenance Manuals
58.1 If “as built” drawings and/or operating and maintenance manuals are
required, the Contractor shall supply them by the dates stated in the Contract
58.2 If the Contractor does not supply the Drawings and/or manuals by the dates
stated in the Contract data, or they do not receive the Engineer’s approval, the
Engineer shall withhold the amount stated in the Contract Data from
payments due to the Contractor.
59. Termination
59.1 The Employer or the Contractor may terminate the Contract if the other party
causes a fundamental breach of the Contract.
59.2 Fundamental breaches of Contract include, but shall not be limited to the
1. The contractor stops work for 28 days when no stoppage of work is
shown on the current programme and the stoppage has not been
authorized by the Engineer
2. The Engineer instructs the Contractor to delay the progress of the Works
and the instructions is not withdrawn within 28 days;
3. The Employer or the Contractor is made bankrupt or goes into liquidation
other than for a reconstructions or amalgamation
4. A payment certified by the Engineer is not paid by the Employer to the
Contractor within 56 days of the date of the Engineer’s certificate
5. The Engineer gives Notice that failure to correct a particular Defect is a
fundamental breach of Contract and the Contractor fails to correct it
within a reasonable period of time determined by the Engineer;
6. The Contractor does not maintain a security which is required;
7. The Contractor has delayed the completion of works by the number of
days for which the maximum amount of liquidated damages can be paid as
defined in the Contract data; and
8. If the Contractor, in the judgment of the Employer has engaged in corrupt
or fraudulent practices in competing for or in executing the Contract.
For the purpose of this paragraph: “corrupt practice” means the
offering, giving, receiving or soliciting of anything of value to influence the
action of a public official in the procurement process or in contract execution.
“Fraudulent practice” means a misrepresentation of facts in order to influence
a procurement process or the execution of a contract to the detriment of the
borrower, and includes collusive practice among Bidders (prior to or after bid
submission) designed to establish bid prices at artificial non-competitive
levels and to deprive the Borrower of the benefits of free and open
59.3 When either party to the Contract gives notice of a breach of contract to the
Engineer for a cause other than those listed under Sub Clause 59.2 above, the
Engineer shall decide whether the breach is fundamental or not.
59.4 Notwithstanding the above, the employer may terminate the Contract for
60. Payment upon Termination
60.1 If the Contract is terminated because of a fundamental breach of Contract by
the Contractor, the Engineer shall issue a Certificate for the value of the work
done less advance payments received up to the date of the issue of the
certificate, less other recoveries due in terms of the contract, less taxes due to
deducted at source as per applicable law and less the percentage to apply to
the work not completed as indicated in the Contract data. Additional
Liquidated Damages shall not apply. If the total amount due to the Employer
Liquidated Damages shall not apply. If the total amount due to the Employer
exceeds any payment due to the Contractor the difference shall be a debt
payable to the Employer.
60.2 If the Contract is terminated at the Employer’s convenience or because of a
fundamental breach of Contract by the Employer, the Engineer shall issue a
certificate for the value of the work done, the cost of balance material brought
by the contractor and available at site, the reasonable cost of removal of
equipment, repatriation of the Contractor’s personnel employed solely on the
works, and the Contractor’s cost of protecting and securing the Works and
less advance payment received up to the date of the certificate, less other
recoveries due in terms of the contract and less taxes due to deducted at
source as per applicable law.
61.1 All materials on the Site, Plant Equipments, Temporary Works and Works are
deemed to be property of the Employer, if the Contract is terminated because
of a Contractor’s default.
62. Release from Performance
62.1 If the Contract is frustrated by the outbreak of war of by any other event
entirely outside the control of either the Employer or the Contractor the
Engineer shall certify that the Contract has been frustrated. The Contractor
shall make the Site safe and stop work as quickly as possible after receiving
this certificate and shall be paid for all work carried out before receiving it
and for any work carried out afterwards to which commitment was made.
F. SPECIAL CONDITIONS OF CONTRACT
The Contractor shall, unless otherwise provided in the Contract, make
his own arrangements for the engagement of all staff and labour, local or
other, and for their payment of housing, feeding and transport.
The Contractor shall, if required by the Engineer, deliver to the
Engineer a return in detail, in such form and at such intervals as the Engineer
may prescribe, showing the staff and the numbers of the several classes of
labour from time to time employed by the Contractor on the site and such
other information as the Engineer may require.
64. COMPLIANCE WITH LABOUR REGULATIONS
During continuance of the contact, the Contractor and his sub-
contractor shall abide at all times by all existing labour enactments and rules
made thereunder, regulations, notification and bye laws of the State or central
Government or local authority and any other labour law (including rules),
regulations, bye laws that may be passed or notifications that may be issued
under any labour law in future either by the State or the Central Government
or the local authority. Salient features of some of the major labour laws that
are applicable to the construction industry are given below. The Contractor
shall keep the Employer indemnified in case any action is taken against the
Employer by the competent authority on account of contravention of any of
the provisions of any Act or rules made thereunder, regulations or
notifications including amendments. If the Employer is caused to pay or
reimburse, such amounts as may be necessary to cause or observe, or for
observance of the provisions stipulated in the notifications/bye laws/Acts/
Rules/regulations including amendments, if any, on the part of the Contractor,
the Engineer/employer shall have the right to deduct any money due to the
Contractor including his amount of performance security. The Employer /
Engineer shall also have the right to recover from the Contractor any sum
required or estimated to be required for making good the loss or damage
suffered by the Employer.
The employees of the Contractor and the Sub-Contractor in no case shall be
treated as the employees of the Employer at any point to time.
SALIENT FEATURES OF SOME MAJOR LABOUR AND OTHER LAWS APPLICABLE TO
ESTABLISHMENTS ENGAGED IN BUILDING AND OTHER CONSTRUCTIONS WORK
A) Workmen Compensation Act 1923 :- The Act provides for compensation in
case of injury by accident arising out of and during the course of employment.
B) Payment of Gratuity Act. 1972 :- Gratuity is payable to an employee under the
Act on satisfaction of certain conditions on separation if an employee has
completed 5 years service or more on death, the rate of 15 days wages for every
completed year of service. The Act is applicable to all establishments employing
10 or more employees.
C) Employees P.F. and Miscellaneous Provision Act 1952:- The Act Provides for
monthly contributions by the employer plus workers @ 10% or 8.33% The
benefits payable under the Act are :
1. Pension or family pension on retirement or death, as the case may be.
2. Deposit linked insurance on the death in harness of the worker.
3. Payment of P.F. accumulation on retirement/death etc.
D) Maternity Benefit Act 1951 :- The Act provides for leave and some other
benefits to women employees in case of confinement or miscarriage etc.
E) Contract Labour (Regulation & Abolition) Act 1970 : The Act provides for
certain welfare measures to be provided by the Contractor to contract labour and
in case the Contractor fails to provide, the same are required to be provided, by
the Principal Employer by Law. The principal Employer is required to take
Certificate of Registration and the Contractor is required to take license from the
designated Officer. The Act is applicable to the establishments or Contractor of
Principal Employer, if they employ 20 or more contract labour.
F) Minimum Wages Act 1948 :- The Employer is supposed to pay not less than the
Minimum Wages fixed by appropriate Government as per provisions of the Act, if
the employment is a scheduled employment. Construction of Building, Roads,
Runways are scheduled employment.
G) Payments of wages Act 1936:- It lays down as to by what date the wages are to
be paid, when it will be paid and what deductions can be made from the wages
of the workers.
H) Equal remunerations Act 1979 :- The Act provides for payment of equal
wages for work of equal nature to Male and Female workers and for not making
discrimination against female employees in the matter of transfer, training and
promotions etc.
I) Payments of Bonus Act 1965 :- The Act is applicable to all establishments
employing 20 or more employees. The Act provides for payments of annual
bonus subject to a minimum of 8.33% of wages and maximum of 20 % of wages
to employees drawing Rs. 3500/- per month or less. The bonus to be paid to
employees getting Rs, 2500/- per month or above Rs. 3500/- per month shall be
worked out by taking wages as Rs. 2500/- per month only. The Act does not
apply to certain establishments. The newly set-up establishments are exempted for
five years in certain circumstances. Some of the State Governments have reduced the
employment size from 20 to 10 for the purpose of applicability of this Act.
J) Industrial Disputes Act 1947 :- The Act lays down the machinery and procedure
for resolutions of Industrial disputes, in what situations a strike or lock-out becomes
illegal and what are the requirements for laying off or retrenching the employees or
closing down the establishment.
K) Industrial employment (standing Orders) Act 1946 :- It is applicable to all
establishments employing 100 or more workmen (employment size reduced by
some of the State and Central Government to 50). The Act provides for laying down
rules governing the conditions of employment by the Employer on matters
provided in the Act and get the same certified by the designated Authority.
L) Trade Unions Act 1926:- The Act lays the procedure for registration of trade
unions of workmen and employers. The Trade Unions registered under the Act have
given certain immunities from civil and criminal liabilities.
M) Child Labour (Prohibition & Regulation Act 1986 :- The Act prohibits employment
of children below 14 years of age in certain occupations and process and provides
for regulation of employment of children in all other occupations and processes.
Employment of Child labour is prohibited in Buildingand Construction Industry.
N) Inter – State Migrant workmen’s (Regulation of Employment & Conditions of
service) Act 1979:- The Act is applicable to an establishment which employs 5 or
more inter-state migrant workmen through an intermediary (who has recruited
workmen in one state for employment in the establishment situated in another
state).The inter-state migrant workmen, is an establishment to which this Act
becomes applicable, are required to be provided certain facilities such as housing,
medical aid, traveling expenses from home upto the establishment and back, etc.
O) The Building and Other Construction workers (Regulation of employment
and Conditions of Service) Act 1996 and the Cess Act of 1996:- All the
establishments who carry on any building or other constructions work and
employ 10 or more workers are covered under this Act.
All such establishments are required to pay cess at the rate not exceeding 2% of the
cost of construction as may be modified by the government. The Employer of the
establishment is required to provide safety measures at the Building or construction
work and other welfare measures, such as canteens, First Aid facilities, Ambulance,
Housing accommodations for workers near the workplace etc. The Employer to
whom the Act applies has to obtain a registration certificate from the Registering
Officers appointed by the Government.
P) Factories Act 1948 :- The Act lays down the procedure for approval of plans before
setting up a factory, health and safety provisions, welfare provisions, working hours,
annual earned leave and rendering information regarding accidents or dangerous
occurrences to designated authorities. It is applicable to premises employing
persons or more with aid of power or 20 or more persons without the aid of power
engaged in the manufacturing process.
Q) Royalty charges-The contractor shall pay the royalty to the competent authority as
per rule. The royalty charges paid shall be borne by the contractor and shall not be
reimbursed by the Employer.
R) Following Pollution control Acts and amendments made thereof
from time to time shall be applicable.
1. Water (Preservation and control of Pollution) Act,
2. Air (Prevention and Control of Pollution Act
3. Environmental (Protection) Act
The contractor must commit to adopting Environmental management plan
for best energy use, waste management, the reduction of pollution as in EMS
(Environmental Management system) ISO-14001-
65. ARBITRATION (GCC Clause 24)
The procedure for arbitration will be as follows :-
24.1 If the Contractor is of the view that a decision taken by the Engineer was either
outside the authority given to the Engineer by the Contract or that the decisionwas
wrongly taken, the decision shall be referred to Superintending Engineer,
Vadodara (R & B) Circle, Vadodara (Higher Authority) within 14 days of the
notification of the Engineer's decision. If the issue is not resolved, any party can
refer the matter for conciliation within 15 days from the decision given by the
Superintending Engineer, Vadodara (R & B) Circle, Vadodara
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decision of the Superintending Engineer, Vadodara (R & B) Circle,
Vadodara, both the parties have to refer to the #Chief Engineer concerned for
the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied
with the decision of the Superintending Engineer, both parties have to
refer to the #Secretary, Roads & Building Department, Government of
Gujarat for the conciliation process.
If the dispute is not resolved through the conciliation process, contractor
may refer the dispute to Gujarat Public Works Contract DisputeArbitration
Tribunal. If the Contractor fails to refer a claim / dispute to the Higher
Authority within 14 days of the notification of the Engineer's decision, the
Contractor shall not be entitled to any additional payment/claim if he
doesn’t follow the above sequence in stipulated time. However, during
such period, he would not stop the work in any case.
Deputy Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
Clause Reference With
respect To section
Item marked “N/A” do not apply to this Contract.
1. The Employers is [CL.1.1]
Name: Executive Engineer, Dahod (R & B) Division, Dahod
Address: Zalod road, Opp. Polytechnic college, Dahod. Phone No.
Name of authorized Representative (will be intimated later)
2. The Engineer is Executive Engineer
Name of Authorized Representative : Executive Engineer, Dahod
(R & B) Division, Dahod
3. The Defects Liability Period is 12 Months including monsoon [CL.1.1&33]
from the date of completion.
4. The Start Date shall be 1st days for the date of issue of the Notice [CL.1.1]
to proceed with the work.
5. The Intended Completion Date for the whole of the works is [CL.1.1,17&2]
02 (Two) Months including monsoon after start of work with the
following milestones:
Milestone dates: [CL.2.2& 49.1]
Physical works to be completed Period from the start date
Milestone 1 i.e. 10 % 15 days
Milestone 2 i.e. 40 % 30 days
Milestone 3 i.e. 80 % 45 days
Milestone 4 i.e. 100% 60 days
6. The Site is located at Dist. Dahod [CL.1.1]
7. The name and identification number of the Contract is: [CL.1.1]
8. The works consist of Rs. 5,71,267.08 with items as per [CL.1.1]
B.O.Q. The works shall, inter alia, include the following, as
Specified or as directed:
Site clearance; setting – out and layout; widening of existing
carriageway and strengthening including camber corrections;
construction of new road/ parallel service road; bituminous pavements
remodeling / construction of Junctions, intersections, bus bays, lay-
bays; supplying and placing of drainage Channels, flumes, guard posts
and guard other related items; construction/extension of cross
drainage works, bridge, approaches and other related stones; protective
works for roads/bridge; all aspects of quality assurance of various
components of the works; rectification of The defects in the completed
works during the Defects Liability Period; submission of “As - built’’
drawings and any other related documents; and other item of work as
may be required to be carried out for completing the work in
accordance with the drawings and the provisions of the contract and to
(B) Bridge Works
Site clearance; setting out, provision of foundations, piers abutments
and bearing; prestressed/reinforced cement concrete superstructure;
wearing coat, hand railings, expansion joints, approach slabs, drainages
spouts/ downtake pipes, arrangements for fixing light posts, water
mains, utilities etc; provision of suitably designed protective works;
providing wing/return walls; provision of road markings, road signs
etc.; all aspects of quality assurance; clearing the site and handing over
the works on completion; rectification of the defects during the Defects
Liability Period and submission of “As-built” drawings and other
related documents; and other items of work as may be required to be
carried out for completing the works in accordance with the drawings
and the provisions of the contract and to Insure safety.
(C) Other Items [CL.1.1]
Any Other Items as required to fulfill all contractual obligations as per the Bid
10. The following documents also form part of the Contract: [CL.2.3(9)]
As per clause 2-3
11. The law which applies to the Contract is the law of Union of India [CL.3.1]
12. The language of the Contract documents is English [CL.3.1]
13. Limit of subcontracting 25% of the Initial Contract Price [CL.7.1]
14. The Schedule of Other Contractors [CL.8]
15. The Schedule of Key Personnel As per Annex – II to Section I [CL.9]
16. The minimum insurance cover for physical property, injury and death [CL13]
is Rs. 5 lakhs per occurrence with the number of occurrences limited
to four. After each occurrence, the contractor will pay an additional
premium necessary to make insurance valid for four occurrences
17. Site Investigation report [CL.14]
18. The Site Possession dates shall be 1st day of work order. [CL.21]
19. The period for submission of programme for approval of the engineer [CL. 27.1]
shall be 21 days from the issue of Letter of Acceptance.
20. The period between program updates will be 15 days. [CL.27.3]
21. The amount to be withheld for late submission of an updated [CL. 27.3]
programme shall be Rs. 0.02 lacs
22. The following events shall also be Compensation Events [CL. 44]
Substantially adverse ground conditions encountered during the
course of execution of work not provided for in the bidding document.
(i) Removal of underground utilities detected subsequently
(ii) Significant changes in classification of soil requiring
additional mobilization by the contractor, e.g. ordinary soil
to rock excavation,
(iii) Removal of unsuitable material like marsh, debris dumps,
etc. not caused by the contractor.
(iv) Artesian conditions
(v) Seepage, erosion landslide
(vi) River training requiring protection of permanent work
(vii)Presence of historical, archeological or religious structures,
monuments interfering with the works
(viii) Restriction of access to ground imposed by civil, judicial, or
military authority
23. The currency of the Contract is Indian Rupees [CL. 46]
24. The formula (e) for adjustment of prices are as under: [CL.47]
• If any of the commodities like Cement, Steel or Bitumen are not
found applicable in a work, the weight component of that
commodities {i.e. ‘Cement’ (Pc), ‘Steel’ (Ps) or ‘Bitumen' (Pb) as
indicated in SBD for the purpose of Price Adjustment} shall be
clubbed with the weight component of ‘Other Material’ (Pm), such
that the gross % weight of the components shall remain as 100%.
R = value of work as defined in Clause 47.1 of Conditions of Contract
Adjustment for labour component
(i) Price adjustment for increase or decrease in the cost due to
labour shall be paid in accordance with the following formula:
VL = Increase or decrease in the cost of work during the
month under consideration due to changes in rates for
L0 = The consumer price index for industrial workers for the
State on 28 days preceding the scheduled date of
opening of technical Bids as published by Labour
Bureau, Ministry of Labour, Government of India
Li = The consumer price index for industrial workers for the
State for the month under consideration as published by
the Labour Bureau, Ministry of Labour, Government of
Pl = Percentage of labor component of the work.
Adjustment for cement component.
(ii) Prices adjustment for increase or decrease in the cost of
cement procured by the contractor
Vc = Increase or decrease in the cost of work during the
month under consideration due to changes in rates
C0 = The all India wholesale price index for Ordinary
Portland Cement on 28 days preceding the
scheduled date of opening of technical bid as
published by the Office of the Economic Adviser,
Department for Promotion of Industry and Internal
Trade, Ministry of Commerce & Industry.
Ci = The all India average wholesale price index for Ordinary
Portland Cement for the month under consideration as
published by Office of the Economic Adviser,
Department for Promotion of Industry and Internal
Trade, Ministry of Commerce & Industry.
Pc = Percentage of cement component of the work
Adjustment for steel component
(iii) Price adjustment for increase or decrease in the cost of steel procured by the
contractor shall be paid in accordance with the following formula
Vs= Increase or decrease in the cost of work during the month under
consideration due to changes in the rates for steel
So= The all India wholesale price index for steel (Mild Steel - Long Products
Rebars) on 28 days preceding the date of opening of Technical Bids as published
by the Office of the Economic Adviser, Department for Promotion of
Industry and Internal Trade, Ministry of Commerce & Industry.
Si= The all India average wholesale price index for steel (Mild Steel - Long
Products Rebars) for the month under consideration as published by
Office of the Economic Adviser, Department for Promotion of Industry and
Internal Trade, Ministry of Commerce & Industry.
Ps = Percentage of steel component of the work
Note : For the application of this clause, the index of Mild Steel- Long
products Rebars has been chosen to represent the steel group.
Adjustments of bitumen component
(iv) Price adjustment for increase in the cost of bitumen shall be paid in
accordance with the following formula
Vb = Increase or decrease in the cost of work during the month under
consideration due to changes in rates for bitumen.
Bo = The official retail price of bitumen at the IOC depot at the nearest
centre on the day 28 days prior to the scheduled date of opening of
Bi = The official retail price of bitumen of IOC depot at the nearest
centre for the 15th day of the month under consideration.
Pb = Percentage of bitumen component of the work
Adjustment of POL (fuel and lubricant) component
(v) Price adjustment for increase or decrease in cost of POL (fuel and
lubricant) shall be paid in accordance with the following formula
Vf = Increase or decrease in the cost of work during the month under
consideration due to changes in rates for fuel and lubricants.
Fo = The official retail price of High Speed Diesel (HSD) at the existing
consumer pumps of IOC at the nearest centre on the day 28 prior to
the date of opening of Bids.
Fi = The official retail price of HSD at the existing consumer pumps of
IOC at the nearest centre for the 15th day of the month of the under
Pf = Percentage of fuel and lubricants component of the work
Note: For the application of this clause, the price of High-Speed diesel Oil
hasbeen chosen to represent the fuel and lubricants group.
Adjustment for Construction Machinery
(vi) Price adjustment for increase or decrease in the cost of plant and
Machinery spare procured by the Contractor shall be paid in
accordance with the following formula
Vp= Increase or decrease in the cost of work during the month under
consideration due to changes in rates for plant and machinery spares
P0 = The all India wholesale price index for manufacturer of
machinery for mining, quarrying and Construction for the month
under consideration as published Office of the Economic Adviser,
Department for Promotion of Industry and Internal Trade,
Ministry of Commerce & Industry.
Pi = The all India average wholesale price index for manufacturer of
machinery for mining, quarrying and Construction for the month
under consideration as published Office of the Economic Adviser,
Department for Promotion of Industry and Internal Trade,
Ministry of Commerce & Industry.
Pp = Percentage of plant and machinery spares component of the work.
Note: For the application of this clause, index of Heavy Machinery and parts
has been chosen to represent the Plant and Machinery Spares group
Adjustment of other materials Component
(vii) Price adjustment for increase or decrease in cost of local materials
other than cement, steel, bitumen and POL procured by the contractor
shall be paid in accordance with the following formula
Vm = Increase or decrease in the cost of work during the month under
consideration due to change in rates for local materials other than
cement, steel, bitumen and POL.
M0 = The All Indian wholesale price index (all commodities) on
days preceding the scheduled date of opening of technical Bids, as
published by the Office of the Economic Adviser, Department for
Promotion of Industry and Internal Trade, Ministry of Commerce
Mi= The All India wholesale price index (all commodities) for the
month under consideration as published by the Office of the
Economic Adviser, Department for Promotion of Industry and
Internal Trade, Ministry of Commerce & Industry.
Pm = Percentage of local material components (other than cement,
steel, bitumen and POL) of the work.
The following percentage will govern the price adjustment for the
entire contract:
1. Labour -Pl 13.58 %
2. Cement – Pc 0.92 %
3. Steel - Ps 0.00 %
4. Bitumen - Pb 0.00 %
6. Plant & Machinery Spares - Pp 3.39 %
7. Other Materials - Pm 82.03 %
25. The proportion of payments retained (retention money) shall be 6% {CL. 48}
from each bill subject to a maximum of 5% of final contract price.
26. Amount of Liquidated damages for For Whole of work {CL.49}
delay in completion of works (1/2000)th of the Initial contract
price, rounded off to the nearest
Thousand, per day. For sectional
Completion (wherever specified In
item 6 of Contract data) (1/2000)th of
initial contract price for #5 km
Section, rounded off to the nearest
thousand per day.
27. Maximum limit of liquidated damages 10 percent of the Initial {CL. 49}
For delay in completion work Contract Price rounded off to
the nearest thousand
28. Amount of Bonus for early completion Amount of bonus for early
completion of work shall be given
as per CL.50 of Section-3
29. Maximum limit of bonus for early 5 percent of the initial {CL. 50}
Completion of work Contract Price
30. The amount of the advance payment are: {CL. 51 & 52}
#Nature of Advances Amount (Rs.) Conditions to
i Mobilization 10% of the contract On submission of unconditional
Price Bank Guarantee. (to be drawn
before the end of 20% of the
contract period). The contractor
may furnish four bank guarantees
of 2.5 % of each valid for the full
ii Equipment 90% for new and 50% of After equipment is brought to site
depreciated value for old (provided the Engineer is
equipment. Total amount satisfied That the equipment is
equipment. Total amount satisfied That the equipment is
will be subject to a required for performance of the
maximum of 5% of the contract) and on submission of
Contract Price unconditional Bank Guarantee for
amount of advance
iii Secured Deleted
Brought to site
(The advance payment will be paid to the Contractor no later than 28 days after
fulfillment of the above conditions).
31. Repayment of advance payment for mobilization and equipment {CL. 51.3}
The advance loan shall be repaid with percentage deduction from the interim
payments certified by the Engineer under the Contract. Deduction shall
commence in the next Interim Payment Certificate following that in which the
total of all such payments to the Contractor has reached not less than 20 percent
of the Contract Price or 6 (six) months from the date of payment of first
installment of advance, whichever period concludes earlier, and shall be made at
the rate of 20 percent (collectively for both Mobilization Advance and
Equipment Advance) of the amounts of all Interim Payment Certificate until
such time as the loan has been repaid, always provided that the loan shall be
completely repaid prior to the expiry of the original time for completion pursuant
to Clause 17 and
33. The securities shall be for the following minimum amounts equivalent {CL. 52}
As a percentage of the Contract Price:
Performance Security for 5 percent of contract price plus Rs. ..................... (to
be decided after evaluation of the bid) as additional security in terms of ITB
The standard form of Performance security acceptable to the Employer shall be
an unconditional Bank Guarantee of the type as presented in Section 8 of the
Bidding Documents.
34. The Schedule of Operating and maintenance Manuals…..N/A. {CL. 58}
35. The date by which “as– built” drawings (in scale as directed) in 2 sets {CL. 58}
are required within 28 days of the issue of certificate of completion of the whole
or section of the work, as the case may be.
36. The amount to be withheld for failing to supply “as built” drawings {CL. 58} by
the Date required is Rs. 0.02 Lakhs.
37. The following events shall also be fundamentals breach of contract: {CL.59.2}
“The Contractor has contravened Sub- clause 7.1 and Clause 9 of GCC”
38. The percentage to apply the value of the work not completed representing {Cl 60}
the Employer’s additional cost for completing the works shall be 20 per cent.
Deputy Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
Technical Specifications
Specification Index
Name of Work :- Repairing and Renovation of Treasury office at Jhalod Dist.
Dahod (Repairs to Doors, Window, Toilet, plumbing, false ceiling and other
SPECIFICATION INDEX
Description of Item
No. specification reference
1 Applying general insecticide pest control treatment to floors, cupboards As per Separate Sheet
etc. including labour materials etc. complete. Using Imidacloprid 30.5 SC attached.
as per IS 6313 part -II (0.075% concentration by mass) is recommended
10.5ml chemical diluted with 5 liters of water application 0.5 litre chemical
/ Sqm of surface is recommended as per I.S.
2 Providing Office table equipped with features such as drawers, As per Separate Sheet
compartments and other storage solutions to help keep the work space attached.
organized and efficient direction as per engineer in charge.
3 Providing and fixing PVC printed false ceiling with flush type with As per Separate Sheet
alluminium frame, frame work is done with three different sections of G.I. attached.
sheet of 24 gauge thickness named as C, U and L. The C section is fixed
with hangers at an equal distance of 36” each and then U section is fixed
perpendicular on C section with steel screws at and equal distance of 16”
each. The complete frame work is supported by G.I. L angle/6 mm rod
hangers from the roof and L sections is fixed all around the wall as shown
in the diagram. 5mm PVC sheet strips of size 2 wide are fixed with
counter sunk steel screws on the U section. Further 3mm PVC sheet is
stuck to these PVC strips with solvent cement such that joining lines are
perfectly matched. P.U. putty is filled, dried and leveled and requisite
coats of primer and paint is done on the ceiling for getting fine surface
finish etc. complete as per direction of Engineering and charge
manufacturer’s specification and drawing.
4 Providing Chair seat, especially for one person, usually having four legs As per Separate Sheet
for support, natural curvature of your spine and provides support to your attached.
lower back can decrease the risk of developing a cumulative trauma
disorder and a rest for the back and often having rests for the arms
direction as per engineer in charge.
5 Providing and fixing Plain / Printed PVC sheet wall paneling of thickness As per Separate Sheet
5mm consisting of panels having size 1220 mm x 2440 mm stuck on inner attached.
frame work of 50mm wide strips of 5mm thick PVC sheet. The strips
should have in their center a groove of 6mm width and 1mm depth for
sinking the head of the screw used to fix the strips to the wall and should
be placed vertically at equal intervals of 10” center to center. The PVC
strips shall be fixd to the wall using 65mm long M.S. screws through the
groove in the strip by using PVC fasteners. The distance between two
screws shall not be more than 200 A groove of 2mm may be left at the
joint of two panel for aesthetic looks. The exact size of the panel and
correspondingly of the grid may very depending on the size of the wall.
Description of Item
No. specification reference
6 Providing and fixing flush door shutter solid core construction with frame As per Separate Sheet
of first class hard wood and with cross band and face veneer or ply wood attached.
face panels including Indian teak wood frames 10cm x 7cm size including
anodized alluminium butt hinges with necessary fixture and fastening with
necessary screw 35mm thick and French polishing etc. complete.
7 Dismentaling doors, windows, ventilators etc. (wood or steel) shutters As per Separate Sheet
including chowkhats architraves, holdfasts and other attachment etc. attached.
complete and stacking them within all lead and lift. (i) Not exceeding
8 Demolition of Brick work and stone masonry including stacking of As per Separate Sheet
serviceable materials and disposal of unserviceable materials with all lead attached.
and lift. (ii) In Cement Mortar.
9 Providing and fixing Semi-cotton cloth curtains with using semicotton cloth As per Separate Sheet
in curtains in ring pattern design with white astar cloth behind the curtain attached.
and S.S. rod of size 25mm dia and S.S. rings in curtains with decorative
S.S. clamps with necessary other fixtures and fastening etc. complete or
10 Providing and fixing office table cloth is a protective cover designed to As per Separate Sheet
safeguard your desk from spills, scratches and stains. Typically made attached.
from durable materials like PVC or polyester, these tablecloths are easy
to clean and can be customized in size to fit various office tables. They
enhance the aesthetic appeal of your workspace while ensuring protection
for your furniture.
11 Providing and fixing colour anodized Alluminium sectional partition for As per Separate Sheet
separation of chamber or table offices using section 4.80 x 1.60 {Section attached.
Wt 0.791 Kg /Rmt.} louvers fixed in alluminum channel and including
anodized aluminum fixture and fastenings and hold fasting with coach
bolts etc. complete. {Colour as directed by Engineer in charge except
black & Alluminum section shall be selected brand, AIS or equivalent
12 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC As per Separate Sheet
DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 attached.
gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm
for top and bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture, M.S. frame shall be covered with 5 mm
thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles,
and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom
rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC
sheet as gap insert for top rail and bottom rail, Panelling of 5 stiles and
rails with 30mm wide x 5mm thick PVC sheet beading on eighter side,
and joined together with solvent cement adhesive,. An additional 5mm
thick PVC strip of 20mm width is to be stuck on the interior side of the ‘c’
channel using PVC solvent cement adhesive etc. complete as per
direction of Engineer in charge, manufacture’s specification and drawing.
13 Removing dry or oil bound distemper by a washing and scraping and sand As per Separate Sheet
papering the wall surface smooth including necessary repairs to scratches attached.
Description of Item
No. specification reference
14 Distempering (two coats) with oil bound washable distemper of approved As per Separate Sheet
brand and manufacture and of required shade on wall surfaces to give an attached.
even shade, over and including a priming coat with alkali resistance
primer of approved brand after thoroughly brushing the surface and other
foreign matter and also including preparing the surface even and sand
papered smooth.
15 Finishing wall with water proofing cement paint of on wall surfaces (two As per Separate Sheet
coats) to give an approved brand and manufacture and of required shape attached.
even shade after thoroughly brushing the surface to remove all dirt and
remains of loose powered materials distempering with oil bound washable
distemper on ceiling and sloping roofs.
16 Dismantling sanitary fittings like wash basin, W.C. pan Indian and As per Separate Sheet
European type, flushing tank etc. including stacking the materials with all attached.
17 Providing and fixing wall hung commode (wall hung commode type W.C. As per Separate Sheet
pan) with integral P and S trap including jointing the trap with PVC pipe in attached.
cement mortar 1:1 (1 cement : 1 sand) including providing and fixing
plastic seat cover for wash down W.C. with C.P. brass hinges and rubber
buffers back plastic seat and with complete fitting such as lead valve
siphon 15 mm dia. brass ball valve with polythene float C.P. brass handle
unions and couplings for connection with inlet out let and over flow pipes
40 mm dia. porcelain enameled flush bend including cutting holes in walls
and making good the same connection the flush bend with cistern and
closet vitreous china, including jet spray heavy duty SS 304 grade 60 cm
long and 15mm dia. flush cock etc. completed as per directed engineer in-
18 Providing and fixing wash basin with single hole for pillar tap with C.I. or As per Separate Sheet
M.S brackets painted white including cutting holes and making goods the attached.
same but excluding fittings. (A) Vitreous china. (II) Flat back washbasin
550 mm x 400 mm size (I) in white or colour.
19 Providing and fixing bib cock with wall flange and aerator Cat. No. As per Separate Sheet
F1016151 with 15mm dia. extension nipple including all fittings and labour attached.
charges etc. completed as per directed Engineer in charge.
20 Providing and fixing pillar cock with 310mm long extended body and As per Separate Sheet
aerator Cat. No. F1016102 including all fittings and labour charges etc. attached.
completed as per directed Engineer in charge.
21 Providing and fixing Angle cock with wall flange Cat. No. F1016201 As per Separate Sheet
including all fittings and labour charges etc. completed as per directed attached.
Engineer in charge.
22 Dismentaling tiled of stone floors laid in mortar including stacking of As per Separate Sheet
serviceable materials and disposal of unserviceable materials with all lead attached.
23 Providing and laying Vitrified tiles 8 to 10 mm thick, 24'' x 24'' in flooring As per Separate Sheet
treads of steps and landing laid on a bed of 12mm thick cement mortar attached.
1:3 (1 cement : 3-coarse sand) finishing with flush pointing in white
Description of Item
No. specification reference
24 Providing erecting and fixing double coated ISI water tank of required As per Separate Sheet
capacity each with all necessary fittings and connection etc. complete on attached.
25 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. As per Separate Sheet
U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain attached.
and other end socketed with rubbering & fitting conforming to ISI 14735-
1999 of approved make for drainage system pipe line, pipe shall be
jointed with each other with rubber lubricant, pipe shall be fixed on wall
using of PVC clamp of the size 110 mm diameter x 149 mm length x
mm height at every 2000 mm center to center or shall be concealed in
walls as directed including necessary fittings such as bends, shoes etc.
including testing of pipes and joints and jointed with adhesive solvent
cement including cost of all materials.
26 Providing, laying and jointing in true line and level I.S.I. mark 25 mm dia. As per Separate Sheet
U.P.V.C. pipe (SCH- 40) for cold water including fittings as approved by attached.
Engineer in charge. Pipe shall be fixed on the wall with the help of clamp
at every two metre C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe and joints and fixing the
same with adhesive solvent including cost of all materials.
27 Providing and laying white glazed tiles 6mm thick in skirting risers of steps As per Separate Sheet
and dedo on 10mm thick cement plaster 1:3 (1- cement : 3-coarse sand) attached.
and jointed with white cement slurry.
Deputy Executive Engineer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division,
Technical Specifications
SPECIFICATIONS OF MATERIALS
Particulars Page No.
General Technical Specifications-General
Standard Technical Specifications
M. 4. White Cement
M. 5. Coloured Cement
M. 7. Stone Dust
M. 8. Stone Grit
M. 10. Lime Mortar
M. 11. Cement Mortar
M. 12. Stone coarse aggregates For Nominal Mix Concrete
Black trap or equivalent Hard Stone Coarse aggregate For design
M. 14. Brick bats aggregates
M. 17. Laterite stone
M. 18. Mild Steel Bars
M. 19. High yield strength steel deformed bars
M. 20. High tensile steel wires
M. 21. Mild Steel binding Wires
M. 22. Structural Steels
M. 23. Galvanised iron sheets
M. 23. A G.I. Valleys gutters ridges
M. 24. Asbestos cement sheets
M. 25. Mangalore pattern roof tiles
M. 26. Shuttering
M. 27. Expansion Joints, premodulded Filler
M. 28. Expansion Joints, copper strips & hold Fasts
M. 29. Teak wood
M. 29. A Non Teak wood
M. 30. Wooden Flush door shutters (Solid Core)
M. 31. Aluminium Doors, Windows, Ventilators
M. 32. Rolling steel gate
M. 33. Collapsible steel gate
M. 34. Welded steel Write Fabric
M. 35. Expanded metal sheets
M. 36. Mild Steel Wires (Wire gauze Jali)
M. 39. Acrylic sheets
M. 40. Particle board
M. 41. Expanded polystyrene or Framed sty roper slabs
M. 42. Resign boded Fiber glass
M. 43. Fixtures and Fastening
M. 45. French Polish
M. 46. Marble pipes For marble mosaic terrazzo
M. 47. Flooring tiles
M. 48. Rough Kota stone
M. 49. Polished Kota stone
M. 50. Dholpur Stone slab
M. 51. Marble slab
M. 52. Granite stone slab
M. 53. P.V.C. Flooring
M. 54. Facing tiles
M. 55. White glazed tiles
M. 56. Galvanized iron pipes and fitting
M. 57. Bib cooks and stop cock
M. 58. Gun metal Wheel valve
M. 59. while glazed porcelain wash basin
M. 60. European type water closed
M. 61. Orrissa type water closet
M. 62. Indian type water closet
M. 62. A Foot Rests
M. 63. Glazed earthenware sink
M. 64. Glazed earthenware lipped type flat back urinal/Corner type urinal
M. 65. Low level enamel Hushing tank
M. 66. Cast Iron flushing cistern
M. 67. Flush cock
M. 68. Cash iron pipes and fitting
M. 69. Nahni Trap
M. 70. Gulley Trap
M. 71. Glazed stoneware pipes and filling
M. 72. Wall peg rail
M. 73. G. 1. Water spout
M. 74. Asbestos cement pipe ( A.C. pipe )
M. 75. Crydon ball valve
M. 76. Bitumen fell for water proofing and damp proofing
M. 77. Selected Earth
M. 78. barbed-Wire
GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS
1. In the specifications "as directed" / "approved" shall be taken to mean "as directed" /
"approved by the Engineer-in-Charge".
2. Wherever a reference to any Indian Standard appears in the specifications, it shall be
taken to mean as a reference to the latest edition of the same in force on the date of
3. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence
of specific mention of a particular point of aspect the provisions on these particular points,
or aspects in the relevant Indian Standards shall be referred to
4. All measurements and computations, unless otherwise specified, shall be carried out
nearest to the following limits:
(i) Length, width and depth (height) 0.01 meter
(ii) Areas 0.01 Sq.Mt.
(iii) Cubic Contents 0.01 Cu.Mt.
In recording dimensions of work the sequence of length, width and height (depth) or
thickness shall be followed.
5. The distance which constitutes lead shall be determined along the shortest practical route
and note necessarily the route actually taken The decision of the Engineer-in-charge in
this regard shall betaken as final.
6. Where no lead is specific, it shall mean "all leads"
7. Lift shall be measured from plinth level.
8. Up to "floor two level" means actual height of floor (Maxi 4 M) up to 3 Mt. above plinth
9. Definite particulars covered in the items of work, though not mentioned or elucidated in it
specifications shall be deemed to be included therein.
10. Reference to specifications of materials as made in the detailed specification of the items
of works is in the form of a designation containing them kuber of the specification of the
material and prefix 'M’ e.g. 'M-5',
11. Approval to the samples of various materials given by the Engineer-in-charge shall not
absolve the contractor from the responsibility of replacing defective material brought on
site or materials used in the work found defective at a later date. The contractor shall
have no claim to any payment or compensation whatsoever on account of any such
materials being rejected by the Engineer-in-charge.
12. The contract rate of the item of work shall be for the work completed in all aspects.
13. No collection of materials shall be made before it is got approved from the Engineer-in-
14. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stored in such a manner as to prevent damage, deterioration or
intrusion of foreign matter and to ensure the preservation of their quality and fitness for
15. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed
from the site of work.
16. No materials shall be stored prior to, during and after execution of a structure in such a
way as to cause or lead to damage or overloading of the various components of the
17. All works shall be carried out in a workmanlike manner as per the best techniques for the
particular item.
18. All tools, templates, machinery and equipment for correct execution of the work as well as
for checking lines, levels, alignment of the works during execution shall kept in sufficient
numbers and in good working condition on the site of the work.
19. The mode, procedure and manner of execution shall be such that it does not cause
damage or over-loading of the various components of the structure during execution or
after completion of the structure.
20. Special modes of construction not adopted in general Engineering practice if proposed to
be adopted by the Contractor, shall be considered only if the contractor provides
satisfactory evidence that such special mode of construction is safe, sound and helps in
speedy construction and Completion of work to the required strength and quality.
Acceptance of the same by the Engineer-in-Charge shall not, however absolve the
contractor of the responsibility of any adverse effects and consequences of adopting the
same in the course of execution of completion of the work.
21. All installations pertaining to water supply and fixtures there of as well as drainage lines
and sanitary fittings shall be deemed to be completed only after giving satisfactory tests
by the contractor.
22. The contractor shall be responsible for observing the rules and regulations imposed
under the "Minor Minerals Act", and such of the laws and rules prescribed by Government
23. All necessary safety measures and precautions {including those laid down in the various
relevant Indian Standards) shall be taken to ensure to ensure the safety of men. Materials
and machinery on the works as also of the work itself.
24. The testing charges of all materials shall be borne by the Contractor.
25. Approval to any of the executed items for the work does not in any relieve the contractor
of his responsibility for the correctness, soundness and strength of the structure as per
the drawings and specifications.
SPECIFICATIONS OF MATERIALS
1.1. Water shall not be salty brackish and shall be clean, reasonably clear and free objectionable
quantities of silt and traces of oil and injurious alkalis, salts, organic matter and other deleterious
material which will either weaken the mortar of concrete or cause efflorescence or attack the
steel in R.C.C. Container for transport, storage and handling of water shall be clean. Water shall
conform to the standard specified in I.S. 456-1978.
1.2. If required by the Engineer-in-Charge it shall be tested by comparison with distilled water
Comparison shall be made by means of standard cement tests for soundness time of setting
and mortar strength as specified in I.S. 269-1976. Any indication of unsoundness charge in time
of setting by 30 minutes or more or decrease of more than 10 per cent in strength, of mortar
prepared with water sample when compared with the results obtained with mortar prepared with
distilled water shall be sufficient cause for rejection of water under test.
1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline.
It shall be free of elements which significantly affect the hydration reaction or otherwise interfere
with the hardening of mortar or concrete during curing or those which produce objectionable stains
or other unsightly deposits on concrete or mortar surfaces
1.4. Hard and bitter water shall not be used for curing.
1.5. Potable water will generally found suitable for curing mortar or concrete.
2.1. Lime shall be hydraulic lime as per I.S. 712-1973 Necessary tests shall be carried out as
per I.S. 6932 (Parts I to X)
2.2. The following field tests for limes are to be earned out:
(1) A very rough idea can be formed about the type of lime by its visual examination i.e.
fat lime bears pure white colour, lime in form of porous lumps of dirty white colour
indicates quick lime, and solid lumps are the un burnt lime stone.
(2) Acid tests for determining the carbonate content in lime Excessive amount of
impurities and rough determination of class of lime.
2.3. Storage shall comply with J.S. 712-1973 The slaked lime, if stored, shall be kept in a weather
proof and damp- proof shed with impervious floor and sides to protect it against rain, moisture,
weather and extraneous materials mixing with it. All lime that has been damaged in any way
shall be rejected and all rejected materials shall be removed from site of work.
2.4. Field testing shall be done according to I.S 1624-1974 to show the acceptability of materials.
3.1. Cement snail be ordinary Portland slag cement as per I.S.269-1976 or Portland slag
cement as per I.S. 455-1976
M-4. White Cement
4.1. The white cement shall conform to I. S. 8042-E-1978.,
M-5. Coloured Cement
5.1. Coloured cement shall be with white of grey Portland cement as specified in the item of the work.
5.2. The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of
cement used in the mix. The mixture of pigment add cement shall be properly ground to have
a uniform colour and shade. The pigments shall have such properties to provide for durability
underexposure to sunlight and weather.
5.3. The pigment shall have the property such that it is neither affected by the cement nor detrimental
6.1. Sand shall be natural sand, clean, well graded hard strong, durable and gritty particles free
from injurious amounts of dust, clay kankar nodules, soft or flaky particles shale, alkali salts
organic matter, loam, mica or other deleterious substances and shall be got approved from
the Engineer-in-Charge. The sand shall not contain more contain more than 8 percent of silt as
determined by field test, if necessary the sand shall be washed to make it clean.
6.2. Coarse Sand :The fineness modulus of coarse sand shall not be less than 2.5 and
shall not exceed 3.0. The sieve analysis of coarse shall be as under :
I.S. Sieve Percentage by Weight I.S. Sieve Percentage by Weight
Designation Passing sieve Designation Passing Sieve
2.36 mm 90 to 100 300 Micron 5 -
6.3. Fine Sand :The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall
I.S. Sieve Percentage by Weight I.S. Sieve Percentage by Weight
Designation Passing through Designation Passing through
2.36 mm 100 300 Micron 5 -
M-7 Stone Dust :
7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more
than 8% of silt as determined by field test will measuring cylinder. The method of determining silt contents
by fields test is given as under :
7.2. A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring
cylinder. The quantity of the sample shall be such that it fills the cylinder up to 100 mm. mark. The clean
water shall be added up to 150 mm. mark. The mixture shall be stirred vigorously and the content allowed
to settle for 3 hours.
7.3. The height of silt, visible as settled layer above the stone dust shall be expressed as
percentage of the height of the stone dust below. The stone dust containing more than 8% silt shall be
washed so as to bring the content within the allowable limit.
7.4. The fineness modules of stone dust shall not be less than 1.80.
M-8. Stone Grit
8.1. Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean of proper
gradation and free from skin or coating likely to prevent proper adhesion of mortar Grit shall generally be
cubical in shape and as far as possible flakey elongated pieces shall be avoided. It shall generally
comply with the provisions of I.S. 383-1970. Unless special stone of particular quarries is mentioned grit
shall be obtained from the best black trap or equivalent hard stone as approved by the Engineer-in-charge.
The grit shall have no deleterious with cement.
8.2. The Grit shall conform to the following gradation as per sieve analysis :
I.S. Sieve Percentage Passing I.S. Sieve Percentage by Weight
Designation through sieve Designation Passing through Sieve
2.36 mm 100 300 Micron 5 -
8.3 The crushing strength of grit will be such as to allow the concrete in which it is used to built up the
specified strength of concrete.
8.4. The necessary tests for grit shall be carried out as per the requirements of I.S.2386 (Parts l to
VIII) 1963 as per instructions of the Engineer-in-charge. The necessity of test will be decided by
the Engineer-in-charge.
9.1. Cinder is will burnt furnace residue which has been fused or sintered into lumps of varying sizes.
9.2. Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel
only i t shall be sound clean and tree from clay dirt, ash or other deleterious matter.
9.3 The average grading for under aggregates shall be as mentioned below :
I.S. Sieve Percentage Passing I.S. Sieve Percentage Passing
Designation Designation
M-10 Lime Mortar
10.1 Lime shall conform to specification M-2. Water shall conform to specification M-1.
Sand shall conform to specification M-6.
10.2. Proportion of Mix:
10.2.1. mortar shall consist of such proportions of slaked lime and sand as may be specified in item The
slaked lime and sand shall be measured by volume
10.3. Preparation of mortar:
10.3.1. Lime mortar shall be prepared by wet process as per I S 1625-1971 .Power driven mill shall
be used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even
layer and ground for 180 revolutions with a sufficient water. Water shall be added as required
during grinding (care being taken not to add more water) that will bring the mixed material to a
consistency of stiff paste. Thoroughly wetted sand shall then be added evenly and the mixture
ground for another 180 revolutions.
10.4.1. Mortar shall always be kept damp, protected from sun and ram till used up, covering it by
tarpaulin or open sheds.
10.5.1. All mortar shall be used as soon as possible after grinding. It should be used on the day on
which it prepared, But in no case mortar made earlier than 36 hours shall be permitted for use.
M-11. Cement Mortar
11.1. Water shall conform to specification M-1. Cement shall conform to specifications M-3 and
Sand shall conform to M-6
11.2. Proportion of Mix
11.2.1. Cement and sand shall be mixed to specified proportion, sand being measured by
measuring boxes, the proportion of cement will be by volume on the basis of 50 Kg/Bag of
cement being equal to 0.0342 c u.m. The mortar may be hand mixed of machine mixed as
11.3. Preparation of Mortar :
11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be thoroughly mixed
dry on a clean impervious platform by turning over at least 3 times or more till a homogeneous
mixture of uniform colour is obtained. Mixing platform shall be so arranged that no deleterious
extraneous material shall get mixed with mortar or mortar shall flow out. While mixing, the water
shall be gradually added and thoroughly mixed to from a stiff plastic mass of uniform colour so
that each particle of sand shall be completely covered with a film of wet cement. The water
cement ratio shall be adopted as directed
11.3.2. The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of
mortar shall be prepared as can be used within 30 minutes.
M-12. Stone Coarse Aggregate for Nominal Mix Concrete
12.1. Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard
strong, dense, durable, clean and free from skin and coating likely to prevent proper adhesion of
12.2. The aggregate shall generally be cubical in shape unless special stones of particular quarries are
mentioned aggregates shall be machine crushed from the best black trap or equivalent hard
stone as approved a ggregate shall have no deleterious reaction with cement. The size of the
coarse aggregate for plain cement and ordinary reinforced cement concrete shall generally be as
per the table given below.
However in case of reinforced cement concrete the maximum limit may be restricted to 6 mm. less than
the minimum lateral clear distance between bars or 6- mm. less than the cover whichever is smaller.
I.S. Sieve Percentage passing for single I.S. Sieve Percentage passing for single
Designation sized aggregates of Nominal size Designation sized aggregates of Nominal size
Note : This percentage may be varied some what by the Engineer-in-charge when considered necessary
for obtaining better density and strength of concrete.
12.3. The grading test shall be taken in the beginning and at the change of source of materials. The
necessary tests, indicated in I.S. 383-1970 and 456~197f shall have to be carried out to ensure
the acceptability. The aggregates shall be stored separately and handled in such a manner as to
prevent the intermixing of different aggregates. If she aggregates are covered with dust, they shall
be washed with water to make them clean. .
M-13. Black Trap or Equivalent Hard Stone Coarse
13.1. Aggregate For Design Mix Concrete : Coarse aggregate shall be of machine crushed stone of
black trap or equivalent hard stone and be hard, strong, dense, durable, clean and free from skin
and coating likely to prevent proper adhesion of mortar.
13.2. The aggregates shall generally be cubical in shape. Unless special stones of particular quarries
are mentioned, aggregates shall be machine crushed, from the best, black trap or equivalent hard
stones as approved, Aggregate shall have no deleterious with cement
13.3. The necessary tests indicated in I S. 383-1970 and I.S.456-1978 shall have to be carried out to
ensure the acceptability of the material.
13.4. If aggregate is covered with dust it shall be washed with water to make it clean.
M-14. Brick Bats Aggregate
14.1. Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense bricks. It shall
be homogeneous in texture, roughly cubical in shape, clean and free from dirt of any other foreign
material. The brick bats shall be of 40 mm - 50 mm. size unless otherwise specified in the item.
The under burnt of over burnt brick bats shall not be allowed.
14.2 The brick bats shall be measured by suitable boxes or as directed.
15.1. The bricks shall be hand or machine molded and made from suitable soils and kiln burnt. They
shall be free from cracks and flaws and nodules of free lime they shall have smooth rectangular
faces with sharp corners and shall be of uniform colour.
The bricks shall be moulded with a frog of 100 mm. x 40 mm. and 10 mrn. to 20 mm. deep on one
of its flat sides. The bricks shall not break when thrown on the ground from a height of 600 mm.
15.2. The size of modular bricks shall be 190 mm.x 90 mm.x 90 mm.
15.3. The size of the conventional bricks shall be as under :
15.4. Only bricks of one standard size shall be used on one work. The following tolerances shall be
permitted in the conventional size adopted in a particular work.
15.5. The crushing strength of the bricks shall not be less than 35 Kg/Sq. Cm. The average water
absorption shall not be more the 20 percent by weight Necessary tests for crushing strength and
water absorption etc. shall be carried out as per I.S. 3495 ( Part-l to IV ) -
16.1. The stone shall be of the specified variety such as Granite/Trap Stone/ Quartzite or any other type
of good hard stones. The stones shall be only from the approved quarry and shall be hard sound,
durable and free from defects like cavities, cracks, sand holes, flaws injurious veins, patches of
loose or soft materials etc. and weathered portions and other structural defects Or imperfections
tending to affect their soundness and strength. The stone with round surface shall not be used.
The percentage of water absorption shall not be more than 5% of day weight. When tested in
accordance with I.S. 1124-1974. The minimum crushing strength of stone shall be 200 Kg/.Sq.
Cm. unless otherwise specified.
16.2. The samples of the stone to be used shall be got approved before the work is started
16.3. The Khanki facing stone shall be dressed by chisel as specified in the item for khanki facing in
required shape and size. The face of the stone shall be-so dressed that the bushing on the
exposed face shall not project by more than 40 mm. from the general wall surface and on face to
be plastered it shall not project by more than 19 mm. nor shall it have depressions more than
mm. from the average wall surface.
M-17. Laterite Stone
17.1. Laterite stone shall be obtained from the approved quarry it shall be compacted in texture sound,
durable and free from soft patch. It shall have minimum crushing strength of 100 Kg/Sq. Cm. in its
dry condition. It shall not absorb water more than 20% of its own weight, when immersed for
hours in water. After quarrying, the stone shall be allowed to weather for some time before using in
17.2. The stone shall be dressed into regular rectangular blocks so that all faces are free from waviness
and unevenness, and the edges true and square
17.3. Those types of stone in which white clay occurs should not be used
17.4. Special corner stones shall be provided where so directed.
M-18. Mild Steel Bars
18.1. Mild steel bars reinforcement for R.C C. work shall conform to I.S. 432 (Part -II) 1966 and shall be
of tested quality. It shall also comply with relevant part of I.S. 456-1978.
18.2. All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or loose or thick
rust at the time of placing
18.3. For the purpose of payment, the bar shall be measured correct up to 10 mm. length and weight
payable worked out at the rate specified below :
1. 6 mm 0.22 Kg./Rmt. 8. 20 mm. 2.47 Kg/Rmt.
2. 8 mm 0.39 Kg./Rmt. 9. 22 mm. 2.98 Kg/Rmt.
3. 10 mm 0.62 Kg./Rmt. 10. 25 mm. 3.85 Kg/Rmt.
4. 12 mm 0.89 Kg./Rmt. 11. 28 mm. 4.83 Kg/Rmt.
5. 14 mm 1.21 Kg./Rmt. 12. 32 mm. 6.31 Kg/Rmt.
6. 16 mm 1.58 Kg./Rmt. 13. 36 mm. 7.99 Kg/Rmt.
7. 18 mm 2.00 Kg./Rmt. 14. 40 mm. 9.86 Kg/Rmt.
M-19. High Yield Strength Steel Deformed Bars
19.1. High yield strength steel deformed bars shall be either cold twisted other rolled and shall conform
to I.S. 1786-1966 and I.S. 1139-1966 respectively.
19.2. Other provisions and requirements shall conform to specification No. M-18 for Mild Steel Bars.
M-20. High Tensile Steel Wires
20.1. The high tensile wires for use in pre stressed concrete work shall conform to I.S,2090-1962.
20.2. The tensile strength of the high tensile steel bars shall be as specified in the item. In absence of
the given strength the minimum strength shall be taken as per Para 6-1 of the I.S. 1785-1962.
Testing shall be done as per I.S. requirements.
20.3. The high tensile steel shall be free from loose mill scale, rust, oil, grease, or any other harmful
matter. Cleaning of steel bars may be carried out by immersion in solvent solution, wire brushing
or passing through a pressure box containing Carborudum.
20.4. The high tensile wire shall be obtained from manufacturers. in coils having diameter not less then
350 times the diameter of wire itself so that wire springs back straight on being uncoiled .
M-21. Mild Steel Binding Wire
21.1. The mild steel wire shall be of 1.63 mm. or 1.22 mm. ( 16 to 18 gauge ) diameter and shall
conform to I.S. 280-1972.
21.2. The use of black wire will be permitted for binding reinforcement bars. It shall be free from rust oil
paint, grease loose mill scale or any other undesirable coating which may prevent adhesion of
M-22. Structural Steel
22.1. All structural Steel shall conform to I S. 226-1985: The steel shall be free from the defects
mentioned in I.S 226-1975 and shall have a smooth finish. The material shall be free from loose
mill scale, rust pits or other defects affecting the strength and durability. River bars shall conform
22.2. When the steel is supplied by the Contractor test certificate of the manufacturers shall be obtained
according to I.S. 226-1975 and other relevant Indian Standards.
M-23. Galvanised Iron Sheets
23.1. The galvanised iron sheets shall be plain or corrugated sheets of gauges as specified in item The
G.I. Sheets shall conform to I.S.277-1977. The sheets shall be undamaged in carnage and
handling either by rubbing off of zinc coating or otherwise. They shall have clean and bright
surface and shall be free from dents, bends, holes, rust or white powdery deposit.
23.2. The length and width of G.I. sheets shall be as directed as per site condition.
M-23.A : G.I. Valleys gutter, ridges
23.A.1. The G.I. ridges and hips shall be of plain galvanised sheets Class - 3 of the thickness as specified
in item. These shall be 600 mm. in width and properly bent up to shape without damage to the
sheets in process of bending.
23.A.2. Valleys gutters and flashings shall also be of galvanised sheet of thickness as specified in item
Valleys Shall be 900 mm. wide overall and flashing shall be 380 mm. wide overall They shall be
bent to the required shape without damage to the sheet in the process of bending.
M-24. Asbestos Cement Sheets
24.1. Asbestos cement sheets plain, corrugated of semi-corrugated shall conform to I.S.459-1970 The
thickness of the sheets shall be as specified in the item. The sheets shall be free from all defects
such as cracks, holes, deformities chipped edges or otherwise damaged.
24.2. Ridges & Hips :
24.2.1. Ridges and hips shall be of same thickness as that of A.C. sheets. The types, of ridges shall be
suitable for the type of sheets and location.
24.2.2. Other accessories to be used in roof such as flashing pieces eaves filler pieces, valley gutters,
north light, and ventilator curves, barge boards etc, shall be of standard manufacture and shall be
suitable for the type of sheets and location.
M-25. Manglore Pattern Roof Tiles
25.1. The mangalore pattern tiles shall conform to I S 654-1972 for Class AA or Class A type as
specified in item. Samples of the tiles to be provided shall be got approved from the Engineer-in-
charge. Necessary tests shall be carried out as directed.
M-26. Shuttering
26.1. The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or without
steel lining or of steel plates stiffened by steel angles The shuttering shall be supported on battens
and beams and props of vertical bullies properly cross braced together so as to make the
centering rigid. In places of bullies props, brick pillar of adequate section built in mud mortar may
26.2. The form work shall be sufficiently strong and shall have camber so that it assumes correct shape
after deposition of the concrete and shall b-j able to resist forces caused by vibration of live load of
men working over it and other incidental leads associated with it. The shuttering shall have smooth
and even surface and its joints shall permit leakage of cement grout.
26.3. If at any stage of work during or after placing concrete in the structure, the form work sags or
bulges out beyond the required shape of the structure, the concrete shall be removed and work
redone with fresh concrete and adequately rigid form work The complete from work shall be got
inspected by and got approved form the Engineer-in charge, before the reinforcement bars are
placed in position.
26.4. The props shall consist to bullies having 100 mm .minimum diameter measured at mid length and
80 mm. at thin end shall be placed as per design requirement. These shall rest squarely on
wooden sole plates 40 mm. thick and minimum bearing area of 0-10 sq.m laid on sufficiently hard
26.5. Double wedges shall further be provided between the sole plate and the wooden props so as to
facilitate tightening and easing of shuttering without jerking the concrete
26.6. The timber used in shuttering shall not be so dry as to absorb water from concrete and swell or
bulge nor so green or wet as to shrink after erection. The timber shall be properly sawn and planed
on the sides and the surface coming in contact with concrete wooden form work with metal sheet
lining or steel plates stiffened by steel angles shall be permitted
26.7. As far as practicable, clamps shall be used to hold the forms together and use of nails and spikes
26.8. The surface of timber shuttering that would come in contact with concrete shall be well wetted and
coated with soap solution before the concreting is done Alternatively coat of raw linseed oil or oil of
approved manufacture may be applied in place of soap solution In case of steel shuttering either
soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Under no
circumstances black or burnt oil shall be permitted.
26.9. The shuttering for beams and slabs shall have camber of 4 mm per meter ( 1 in 250 } or as
directed by the Engineer-in-charge so as to offset the subsequent deflection For cantilevers, the
camber at free end shall be 1/50 of the projected length or as directed by the Engineer-in-charge.
M- 27. Expansion Joints - Permoulded filler
27.1. The item provides for expansion joints in R.C C. frame structures for internal joints, as well as
exposed joints, with the use of promoulded bituminous joint filler.
27.2. Premoulded bituminous joints filler i.e. performed strip of expansion joints filler shall not get
deformed, or broken by twisting bending or other handling when exposed to atmospheric
condition. Pieces of joints filler that have been damaged shall be rejected
27.3. Thickness of the per-moulded joints filler shall be 25 mm. unless otherwise specified.
27.4. Premoulded bituminous joints filler shall conform to I S 1838-1961
M-28. Expansion joints-Copper strips & hold .fasts
28.1. The item provide for expansion joints in R.C.C. frame structure for internal joints, as well as
exposed joints, with the use of premoulded bituminous joints filler.
28.2. Copper sheet shall be of 1.25 mm. width and or 1 25 mm. width and the " U " shape in the middle.
Copper strip shall have holdfast of 3 mm diameter copper rod fixed to the plate soldered on strip at
intervals of about 30 cm or as shown in the drawing or as directed. The width of each flange (
horizontal side ) of the copper plate Jo be embedded in the concrete work shall be 25 mm depth of
"U" to be provided in the expansion joint, in the copper plate shall be of 25 mm.
M-29. Teak wood
29.1. The teak wood shall be of good quality as required for the item to be executed. When the kind of
wood is not specifically mentioned, good Indian teak wood as approved shall be used.
29.2. Teak wood shall generally be free from large, loose dead or cluster knots, flaws, shakes, warps,
twists, bends or any other defects. It shall generally be uniform in substance and of straight fibers
as far as possible. It shall be free from rot decay, harmful fungi and other defects of harmful nature
which will affect the strength, durability or its usefulness for the purpose for which it is required.
The colour shall be uniform as for as possible. Any effort like paining using any adhesive materials
made to hide the defects shall render the pieces liable to rejection by the Engineer-in-charge.
29.3. All scantlings, planks etc. shall be sawn in straight lines and planes in the direction of grains and of
uniform thickness.
29.4. The tolerances in the dimensions shall be allowed at the rate of 1.5 mm per face to be planed.
29.5. First class teak wood
29.5.1. First class teak wood shall have no individual hard and-sound knots, more than 6 sq. cm. in size
and the aggregate area of such knots shall not be more than 1% of area of piece, The timber shall
be closed grained.
29.6. Second Class Teak Wood:
29.6.1. No individual hard and sound knots shall be more than 15 sq. cms. in size and aggregates area of
such knots shall be not exceed 2% of the area of piece.
M-29. A Non-teak wood:
The non-teak wood shall be chemically treated, seasoned as per I.S. Specifications and of good
quality. The type of wood shall be got approved before collecting the same on site Fabrication of
wooden members shall be started only after approval. For this purpose wood of Bio, Kalai, Sires.
Saded, Behda, Jamun, Sisoo will be used for door where as only Kalai. Sires, Halda. Kalam etc.
will be permitted for shutters after proper seasoning and chemical treatment.
The non-teak wood shall be free from large loose dead of cluster knots, flows, shakes, warps,
bends or any other defects, It shall be uniform in substance and of straight fibers as far as possible
It shall be free fro rots, decay, harmful fungi and other defects of nature which will effect the
strength, durability or its usefulness for the purpose for which it is required. The colour of wood
shall be uniform as far as possible. The scantlings planks etc. shall be saw in straight lines and
planes in the direction of grain and of uniform thickness. The department will use the Agency to
produce certificate from Forest Department in event of dispute and the decision of the Department
shall be final and binding to the contractor. The tolerance in the dimension shall be allowed at
mm. per face to be planed.
M-30. Wooden flush door shutters ( solid core )
30.1. The solid core type flush door shutters shall be of decorative or non-decorative type as specified in
the drawing. The size and thickness of the shutter shall be as specified in drawings or as directed.
The timber species for core shall be used as per I.S.2202 ( part -I ) 1980. The timber shall be free
from decay and insect attack Knots and knot holes less than half the width of cross-section of the
members in which they occur may be permitted. Pitch pockets, pitch streaks and harmless pin
holes shall be permissible except in the exposed edges of the core members. The commercial
plywood, cross-bands shall conform to I.S. 303-1275.
30.2. The face pane! of the shutters shall be formed by gluing by the hot press process on both faces of
the core with either plywood or cross-bands and face veneers. The1 hopping, rebating. opening of
glazing, venation etc., shall be provided if specified in the drawing.
30.3. All edges of the door shutters shall be square. The shutters shall be free from twist or warp in its
plane. Both faces of the shutters shall be sand papered to smooth even texture.
30.4. The shutters shall be tested for-
(1) End immersion test: The test shall be carried out as per I.S.2202 ( part-1 ) 1980 There shall
be no delamination at the end of the test.
(2) Knife Test : The face panel when tested in accordance with I.S 1659-1979 shall pass the test.
(3) Glue adhesion test : The flush door shall be tested for glue adhesive test in accordance with I
S 2202 ( part -I ) 1980. The shutters shall be considered to have passed the test, if no
delamination occurs in the glue lines in the plywood and if no single determination more than
mm in length and more than 3 mm in depth has occurred in the assembly glue lines between the
plywood face and the style and rail. Delamination at the corner shall be measured continuously
around the corner Delamination at the knots, knot hole and other permissible wood defects shall
not be considered in assessing the sample.
30.5. The tolerance in size of scud core type flush door shall be as under :
In Nominal thickness ± 1.2 mm. In Nominal height ± 3m
30.6. The thickness of the shutter shall be uniform throughout with a permissible variation of not more
than 0.8 mm. when measured at any points.
M-31. Aluminum doors, windows, ventilators
31.1. Aluminum alloy used in the manufacture of extruded window sections shall conform to I.S.
designation HEAWP of I.S. 733-1975 and also to I S. Designation WVG-WP of I.S 1285-1975 The
section shall be as specified in the drawing and design. The fabrication shall be done as directed
31.2. The hinges shall be cast or extruded aluminum hinges of same type as in window but of larger
31.3. The hinges shall normally be of 50 mm. projecting type. Non-projecting type of hinges may also be
used if directed. The handles of door shall be of specified design A suitable lock for the door
Operable either from outside or inside shall be provided. In double shutter door, the first closing
shutter shall have concealed aluminum alloy bolt at top and bottom.
M-32. Rolling Shutters
32.1. The rolling shutters shall conform to I.S.6248-1979 Rolling shutters shall be supplied of specified
type with accessories. The size of the rolling shutters shall be specified in the drawings. The
shutters shall be specified in the drawings. The shutters shall be constructed with interlocking lath
sections formed from cold rolled steel strips not less than 0.9 mm. thick and 80 mm. wide for
shutters up to 3.5 m .width not less than 1.25 mm. thick and 80 mm wide for shutters 3.5 m. in
width and above unless otherwise specified.
32.2. Guide channels shall be of mild steel deep channel section and of rolled pressed or built up
(fabricated) joint less construction The thickness of sheet used shall not be less than 3.15 mm.
32.3. Hood covers shall be made of M S. Sheets not less than 0.90 mm. thick. For shutters having width
3.5 Meter and above, the thickness of M.S. sheet for the hood cover shall be not less than 1
32.4. The spring shall be of best quality and shall be manufactured from tested high tensile spring steel
wire of strip of adequate strength to balance the shutters in all position. The spring pipe shaft etc.
shall be supported on strong M S of malleable C I. brackets. The brackets shall be fixed on or
under the lintel as specified with raw plugs and screws bolts etc.
32.5. The rolling shutters shall be of self rolling up to 8 Sq. m. clear area without ball bearing and up to
12 Sq.m. clear area with ball bearing. If the rolling shutters are of larger, then gear operated type
shutters shall be used.
32.6. The locking arrangement shall be provided at the bottom of shutter at both ends The shutters shall
be opened from outside.
32.7. The Shutters shall be completed with door suspension shafts, looking arrangements, pulling
hooks, handles and other accessories.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per approved drawings or as
specified. The gate shall be fabricated from best quality mild steel channels, flats etc. Either steel
pulleys or ball-bearings shall be provided in every double channel Unless otherwise specified the
particulars of collapsible gate shall be as under.
(a) Pickets : These shall be of 20 mm. M.S. channels of heavy sections unless otherwise shown
on drawings. The distance centre to centre of pickets shall be 12 cms .with an opening or 10 Cms
(b) Pivoted M.S. flats shall be 20 mm x6 mm
(c) Top and bottom guides shall be from tee of flat iron of approved size.
(d) The fittings like stoppers fixing, locking cleats, brass handles and cast iron rollers shall be
of approved design and size
M-34. Welded Steel Wire Fabric
34.1 Welded steel wire fabric for general purpose shall be manufactured form cold drawn steel wire "as
drawn" or galvenised steel conforming to I.S. 226-1975 with longitudinal and transverse wire
securely connected at every intersection by a process of electrical resistance welding and
conforming to I.S.4948-1974. it shall be fabricated and finished in workmanlike manner and shall
be free from injurious defects and shall be rust proof The type of mesh shall be oblong or square
as directed The mesh sizes and sizes if wire for square 3b well as oblong welded steel wire fabric
shall be as directed The steel wire fabric in panels shall be in one whole piece in each panel as far
as stock sizes permit.
M-35 Expanded Metal Sheets
35.1. The expanded metal sheets shall he free from flaws joints broken strands laminations and other
harmful surface defects. Expanded metal steel sheet shall confirm to IS-412-1975. except that
blank sheets need not be with guaranteed mechanical properties The size of the diamond mesh of
expanded metal and dimensions of strands (width and thickness) shall be as specified. The
tolerance on nominal weight of expanded metal sheets shall be of + 10 percent.
35.2. Expanded metal in panels shall be in one whole piece in each panel as far as stock sizes permit.
The expanded metal sheets shall be coated with suitable protective coating to prevent corrosion.
M-36. Mild Steel Wire ( Wire Gauze Jali )
36.1. Mild steel wire may be galvanized as indicated. All finished steel wire shall be well cleanly drawn
to the dimensions and size of wire as specified in item. The wire shall be sound free from splits
surface flaws, rough jagged and imperfect edges and other harmful surface defects and shall
conform to I.S. 280-1978.
37.1. The plywood for general purpose shall conform I.S. 303-17-1975.
Plywood is made by cementing together than boards or starts of wood into panels. There are
always an odd number of layers, 3,5,7,9, ply etc. The piles are placed so that grain of each layer is
at right angles to the grain in the adjacent level.
37.2. The chief advantages of plywood a single board of the same thickness is the more uniform
strength of the plywood, along the length and width of the plywood and greater resistance to
cracking and splitting with charge in moisture content.
37.3. Usually synthetic resins are used to gluing, phenolic resins are usually cured in a hot press which
compresses and simultaneously heats the plies between hot plates which maintain a temperature
of 90 degree C to 140 degree C and a pressure of 11 to 14 Kg/ Sq. Cm on the wood. The time of
heating may be anything from 2 to 60 minutes depending upon thickness
37.4. When water glue are used the wood absorbs so much water that the finished plywood must be
dried carefully. When synthetic resigns are used as adhesive the finished plywood must be
exposed to an atmosphere of controlled humidity until the proper amount of moisture has been
37.5. According to I.S. 303-1975 the plywood for general purpose shall be of the grades namely BWR,
WWR and CWR depending up to the adhesives used for bonding the veneers and it will be further
classified into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces
each face being of three kinds namely A, Band C After pressing, the finished plywood should be
reconditioned to a moisture content not less than 8 percent and not more than 16 percent.
37.6. Thickness of plywood Boards
Board Thickness Board Thickness Board Thickness Board Thickness
3 Ply 3 mm 5 Ply 5 mm 7 Ply 9 mm 9 Ply 16 mm
5 mm 8 mm 16 mm 11 Ply 19 mm
6 mm 9 mm 9 Ply 13 mm 25 mm
38.1. All glass shall be of the brief quality, free from specks, bubbles, smokes veins, air holes blisters
and other defects. The kind of glass to be used shall be as mentioned in the item or specification
or in the special provision or as shown in detailed drawings. Thickness of glass panes shall be
uniform. The specifications for different kinds of glass shall be as under.
38.2. Sheet Glass
38.2.1. In absence of any specified thickness or weight in the item or detailed specifications of the item of
work, sheet glass shall be weighing 7.5 Kg/Sq. m for panes up to 600 mm x 600 mm.
38.2.2. For panes larger than 600 mm x 600 mm and up to 800 mm x 800 mm the glass weighing not less
than 8.75 Kg/Sq m shall be used for bigger panes up to 900 mm x 900 mm. glass weighing not
less than 8.75 Kg/Sq. m shall be used. For bigger panes up to 900 mm x 900 mm. glass weighting
not less than 11.25 Kg/Sq. m. shall be used
38.2.3. Sheet glass shall be patent flattened glass of best quality and for glazing and framing purposes
shall conform to I.S. 1761-1960. Sheet glass of the specified colours shall be used, if so shown, on
detailed drawings or so specified For important buildings and for panes with any dimension over
900 mm plate glass of specified thickness shall be used
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