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Tender Value
₹52.8 L
EMD Value
₹52,900
Closing Date
13 Aug 2026, 6:00 pm
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar-382010
Maintenance & Repairing works for I.P and S.R Roads between Narmada Main Canal ch. 184.926 Km to 220.907 Km by Repairing of damaged concrete road surface by Cement Concrete by Trimix technique at Ch.220.907 CSY and Ch.210.936km Causeway, filling potholes / patch repairs at various location, concrete work at various locations & providing & fixing crash barrier
327343
08 of 2026-27
Open
Civil - All
Works
Gandhinagar
7 documents required · 7 mandatory
₹2,832
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar
₹52,900
24 Jul 2026
24 Jul 2026
24 Jul 2026
13 Aug 2026
24 Jul 2026
8 Section -7 Bill of Quantities 161-166
9 Section -8 Securities and Other Forms 167-178
10 Section -9 Drawing 179-180
11 Section -10 Documents to be furnished by Bidder 181-183
INVITATION FOR BID
NATIONAL COMPETITIVE BIDDING
1. The Executive Engineer, Narmada Project Main Canal Dn.No.2, Gandhinagar invites
bids for the works detailed in the table.
The bidders may submit bids for any or all of the following works.
Sr. Name of work Approximate Bid Cost of Period of #Class of
No. value of works security document completion Registration /
(Rs.) (Rs.) (Rs.) Category of
1 Maintenance & Repairing 52,82,751=42 52,900/- Rs.2400/- + 04 Months Class-A” and
works for I.P and S.R Roads Rs.432/- above
between Narmada Main (18% GST)
Canal ch. 184.926 Km to =Rs.2832/-
220.907 Km by Repairing of
damaged concrete road
surface by Cement Concrete
by Trimix technique at
Ch.220.907 CSY and
Ch.210.936 km Causeway,
filling potholes / patch
repairs at various location,
concrete work at various
locations & providing &
fixing crash barrier
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
(A) The concerned Contractor/bidder shall submit the certificate of registration or
renewal receipt as approved contractor in "A & above" Class in SSNNL/NWRWS & K
Dept / R & B Dept of Gujarat State or equivalent class in CPWD/ Railway /other State
(B) The Contractor registered outside Gujarat shall apply for getting registered himself
in "A & above" class either with the Sardar Sarovar Narmada Nigam Limited or with
the state of Government of Gujarat before the date of submission of Tender. The
proof of the application for the registration shall have to be attached with the Tender
(C) The Contractor registered in CPWD / Railway and other State Govt. equivalent to
class of Gujarat mentioned above, will be eligible to quote for the Tender with the
condition that concerned Contractor shall get themselves registered in "A & above"
class in the Sardar Sarovar Narmada Nigam Limited or in the State of Gujarat on or
before the date of acceptance (approval) of his Tender.
Failure of such bidders to get themselves registered in “A & above" class either
with the Sardar Sarovar Narmada Nigam Limited or with the state of Government
of Gujarat before the date of submission of Tender, the bid of such concerned
contractor/bidder shall be rejected, and he shall be considered nonresponsive/
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
Gandhinagar and in favour of ‘Executive Engineer, Narmada Project Main Canal
Division No.2, Gandhinagar’. Once the Bid is received online, Bid Document / Tender
Fee will not be refundable. As Per GoG R&B Department's Circular
No.Parach/102/000/1B/221/(59)C dated.24/01/2007.
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./Speed Post/Courier only so as to reach to Engineer, Narmada
Project Main Canal Division No.2, Gandhinagar within 07 days from the last day of
bid submission.
Penaltative action for not submitting Demand Draft / FDR / Bank Guarantee in
original to Executive Engineer / Tender Inviting Authority by bidder shall be initiated
WRD GR No.PRC-102014-1-MICell-K.1 Dated 29/10/2014.
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 ….-07-2026 at 1 3 : 0 0 hrs. at 5th Floor,
Committee Room, Block No.12, SSNNL, New Sachivalaya, Gandhinagar 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 to Bidders’ 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 Rs. 7.5 crore (WRD Works), Rs. 7.0 crore
(ROAD/BRIDGE/ BUILDING WORKS), Rs. 0.5 Crore (Electrical Works) kindly refer to
GoG NWRWS & K Department's Circular No. Paracha/1097/1397(11)/
pa.fa./MICELL(k-1) dated 18/01/2018 and Dated 30/09/2022.
For the works costing under Rs. 7.5 crore for Construction work of Water Resources
Department, Rs. 7.0 crore for Roads, Bridges and Building and Rs. 050 crore for
Electrical work 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 Class.
(iv) Registration Certificate of special category - Road/Building and Category
I/II/III, if required.
(vi) Work Experience, if necessary.
(vii) Other Documents, as required
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 Pre Qualification) As Per GoG
NWRWS & Department's Circular No. Paracha/1097/1397(11)/pa.fa./
MICELL(k-1) Date18/01/2018.
4.5.1 Qualification will be based on Applicant's meeting all the following minimum
pass/fall 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 experience and resources shall not be taken in to account in
determining the requirement for joint ventures are given under para 4.6 below)
Subcontractors 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 20….-20….
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:
(a) Achieved a minimum annual financial turnover of Rs.----Crore for works in
progress and completed in all classes of civil engineering construction works
in any one year, over the last five financial years.
(b) Experience in successfully completing or substantially completing at least one
contract of similar work (………………….) of at least 40 percent of the value of
proposed contract within the last five financial 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 if work executed jointly otherwise as per the scope of work
define in Joint Venture agreement.
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.
(the experience certificate should be signed by the officer not below the rank
(c) Contractor should have completed 60% of quantity of principal items of work
like concrete, earthwork, pipeline, pumping station etc. within last five finical
years Certificate of competent authority of work done with detail shall be
4.5.4 Personnel Capabilities
Availability for his work of personnel with adequate experience as required; as
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.
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
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
financial 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 consistent history of
litigation awarded against the applicant or financial failure due performance of
the contractor; 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.
4.5.10 The bidder who have applied for corporate Debt Restructuring (CDR) / facing
recovery proceedings from financial institutions/facing winding up processing/
those under BIFR in the last 5 financial year shall be considered for bid
qualification. However if the bank/financial institution has accepted the proposal
of debt restructuring on or before the last date of online submission, the same
shall be considered for further evaluation. An affidavit by bidder along with
certificate from bank must be produced in such cases. In case of Joint Venture
agreement, this provision shall be applicable for both lead partner and JV partner
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 works 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 04 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 invited.
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
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
- 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
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 I
1 Instructions to Bidders
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. www.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-2
(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
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
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, Narmada Project Main Canal Dn.No.2, Gandhinagar
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/4/2025/2712/D.M.O. Date 01/04/2026 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
R&B Dept’s Gr. No. S/22/2017/639/D, Dt.08/06/2018)
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 Stage “and “Financial Bid” in separate parts to be
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 financial 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 23.3 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
opened. The responsive Bidders’ names, the Bid prices, the 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 23.3 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
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
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/4/2025/2712/D.M.O. Date 01/04/2026 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 Engineer, Narmada [ Cl.1.1]
Project Main Canal Dn.No.2, Gandhinagar
2. The last five financial years.
3. This Annual Financial Turnover Amount is Rs. [Cl.4.5.3 (a)]
4. Value of Work is Rs. 52,82,751=42
6. The cost of electric work is Rs……………….
7. The cost of water supply / sanitary works is Rs…….
8. Deleted [Cl.4.5.6 ]
9. Price level of the financial year 2026-2027 [Cl. 4.5.2]
10. The pre-bid meeting will take place : 5th Floor, Committee Room, [Cl. 9.2.1]
Block No.12, SSNNL, New Sachivalaya, Gandhinagar
11. The Technical bid will be opened at the office of the ……………
12. Address of the Employer: Block No.12, 9th Floor, New
Sachivalaya, Gandhinagar
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, N.P.Main Canal [Cl. 23.1 ]
Dn.No.2, Gandhinagar
The Bank on online
Draft NIT of Executive Engineer, N.P.Main Canal
Dn.No.2, Gandhinagar.
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 2026-2027
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, Color 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.
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
Place of registration
Principal place of business
Power of attorney of signatory of Bid
1.2 Total value of Civil engineering constructions 2021-2022
Works performed in the last five years (in Rs.
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
Year Name of Name of the Quantity of work performed (Cum / MT) Remarks *
the work Employee (Indicate
Cement Masonary Earth work Bituminous
Concrete Item 3 work contract Ref.)
(including Item 2 Item
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:
Descriptio Place Contract Name & Address Value Contract Stipulated Value of Anticipated
n of works & State No. of (Rs. Cr) Period of Works* of
Employer Completio 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
Leased to be Capacity Conditions whom to
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 Experience
Project Manager
1.7 Proposed sub-contract and firms involved
Sections of the Value of Sub- Experience in
works Contractor 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.
* 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
invest a minimum cash up to 25% of the value of the work during implementation of the
(Signed by an Authorized officer of the firm)
Title of officer
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
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(O&M), SSNNL, Gandhinagar 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 t h e Superintending Engineer(O&M), SSNNL,
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the Superintending Engineer(O&M), SSNNL,
Gandhinagar, 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(O&M), SSNNL,
Gandhinagar, both the parties have to refer to the
Director(CAD), SSNNL 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 works of SSNNL Except building
(a) (i) 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) (1) For SSNNL works likes Check Dam/ Canal/ Drainage/Road Structure
tender amount from Rs.50,000 to 10,00,000, the defect liability period shall be
12 months from the certified date of completion.
(2) For SSNNL work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from Rs.50,000 to 10,00,000, the defect liability
period shall be 6 months from the certified date of completion.
(c)(1)For SSNNL works likes Check Dam/ Canal/ Drainage/Road Structure tender
amount more than Rs.10,00,000, the defect liability period shall be 3 Years
from the certified date of completion.
(2) For SSNNL work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from Rs.10,00,000 to 1 Crore, the defect liability
period shall be 12 months from the certified date of completion.
(d)(1)For all SSNNL works of tender amount more than Rs.1 Crore, the defect
liability period shall be 3 Years from the certified date of completion
B. For Building works of SSNNL:-
For Building works of SSNNL, Follow the R&B Circular
dated.03/12/2009
For original building works the defect liability period will be 4years 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.
WRD CircularNo. Matas/102013/MICELL(K-1) Dated 13/12/2013
33.2 For Road work :
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 three 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
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 iterns 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.
(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
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 for works upto Rs. 10 crore of estimate cost
should be deducted from R.A. Bill of the contractor for testing the quality of
material workmanship. Whereas for estimated cost of works more than
crore, the charges for testing of quality of material workmanship shall be
deducted from R.A. bill of contractor as per actual charges. As Per GoG NWRWS
& K Department's Circular No. PARCH/132023/401/MICELL Dated
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
(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 tranches 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
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
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
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
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 Building
and Construction Industry.
N) Inter – St at e M igra nt wo rkmen’s (Regul a t ion of Emp lo yment &
Conditions of service) Act 1979:- The Act is applicable to an establishment
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
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 10 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: -
65.1 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
(O&M), SSNNL, Gandhinagar 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.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decision of the Superintending Engineer (O&M), SSNNL, Gandhinagar,
both the parties have to refer to the Chief Engineer (Main Canal),
SSNNL, Gandhinagar 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 Nigam for the conciliation process.
If the dispute is not resolved through the conciliation process,
contractor 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.
However, during such period, he would not stop the work in any case.
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
Address: Block No.12, 9th Floor, New Sachivalaya, Gandhinagar
Name of authorized Representative (will be intimated later)
2. The Engineer is Executive Engineer, N.P.Main Canal Dn.No.2,
Name of Authorized Representative: Shri N.V.Bhavsar
3. The Defects Liability Period is 36 months from the date of [CL.1.1&33]
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]
04 Months 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. 25 %30 days.
Milestone 2 i.e. 50 % 60 days.
Milestone 3 i.e. 75 % 90 days.
Milestone 4 i.e. 100 % 120 days
6. The Site is located at Narmada Main Canal, Vill.Fatiabad to Raipur, Ta. [CL.1.1]
Kapadwanj, Kathlal, Dehgam, Gandhinagar & Dist. Kheda, Gandhinagar.
7. The name and identification number of the Contract is: As per tender [CL.1.1]
8. The works consist of Maintenance & Repairing works for I.P and S.R [CL.1.1]
Roads between Narmada Main Canal ch. 184.926 Km to 220.907 Km
by Repairing of damaged concrete road surface by Cement Concrete
by Trimix technique at Ch.220.907 CSY and Ch.210.936km
Causeway, filling potholes / patch repairs at various location,
concrete work at various locations & providing & fixing crash
barrier with items as per B.O.Q. The works shall, inter alia, include
the following, as Specified or as directed:
(A) SSNNL Works :
Site clearance; setting - out and layout; Construction and Maintenance of all types of
dams and its component, earthen dam; spillway; installation of gate; excavation and
earth work, approach road, Inspection Bunglows, checkdams, bandhara, T.R., weir,
barrages, Flood Protection & Anti Sea Erosion work, canal lining and structures,, CD
Works, structure repairing, Jungale cutting, Desilting, etc. other SSNNL works.
(B) Road Works :
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 ensure safety.
(C) Bridge Works
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
(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 2nd day from Letter of Acceptance [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 01 days. [CL.27.3]
21. The amount to be withheld for late submission of an updated [CL. 27.3]
programme shall be Rs 0.50 lakhs
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
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 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 has
been 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 . 29.50 %
2. Cement – Pc 35.10 %
3. Steel - Ps 16.20 %
4. Bitumen - Pb 7.90 %
6. Plant & Machinery Spares Pp. 3.00 %
7. Other Materials - Pm. 8.30 %
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 Contract {CL. 50}
Completion of work 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 Clause
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 of completion required is Rs 5.0 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 percent.
TECHNICAL SPECIFICATION
Name of work:- Maintenance & Repairing works for I.P and S.R Roads
between Narmada Main Canal ch. 184.926 Km to
Km by Repairing of damaged concrete road surface by
Cement Concrete by Trimix technique at Ch.220.907 CSY and
Ch.210.936km Causeway, filling potholes / patch repairs at
various location, concrete work at various locations &
providing & fixing crash barrier).
GENERAL SPECIFICATIONS
1.0 The work, in general, shall be carried out in workman like manner as well as to
the correct section, gradient; line and level as per drawing/Instruction give by
the SSNNL and to the entire satisfaction of the Engineer-In-Charge or his
authorized representative. The work has to be carried out where the water is
flowing/Stagnant condition in canal and AC/TC of drainage siphon and water
level will be depleted by the SSNNL as much as possible.
2.0 During this operation, the agency will have to make all the necessary
arrangements and expenses for the loading/unloading of heavy machinery in the
canal and disposal of mud & other waste outside the Main canal. If any structure
of the main canal is damaged during the said operation, the entire responsibility
will be on the agency.
3.0 The site shall be cleared off all rubbish materials and heaps etc. and shall be
handed over in neat and good condition after completion of work.
4.0 Proper arrangement for inspection of work shall be made by the contractor,
during execution and up to completion of work.
5.0 The contractor shall have to manage and provide at his own expenses the
necessary roads, approach roads and haul roads, diversion etc. during the
execution of work wherever necessary and maintain the same till the work is
completed. No extra payment shall be made for these activities.
6.0 Necessary night lamps and danger marks shall be provided by the contractor to
avoid accidents etc. at his own cost.
7.0 The contractor shall make his own arrangements at his cost for providing labour
and miscellaneous materials such as nails, pegs, coir string, forms, templates etc.
and engineering equipment’s like theodolite, automatic level, measuring tape etc.
for the purpose of leveling and for fixing the alignment, line out and checking of
8.0 The work order book shall be maintained on site of work and the contractor shall
sign the orders and strictly follow the instructions given by the officers or his
representatives and he shall have to carry out the work properly as per the
9.0 The contractor shall provide a store near the site of work for the materials with
locking arrangement. One key shall be given to the authorized representative of
Engineer-in-charge. All the expenses on this account shall be the cost of the
10.0 The contractor shall engage an authorized representative having full authority
and also experienced qualified technical person capable of managing and
executing the work and he shall carry out the work as per the instructions given
by the supervisory staff of the Nigam from time to time. He shall clearly and
distinctly see that specifications are to be rigidly adhered to. No relaxations on
the ground of prevailing customs shall be allowed.
11.0 The work shall he carried out as per the specifications and in- case of conflict the
specifications given in P.W.D. Hand Book Volume I & H of latest edition or as per
Indian Standards shall be followed. The decision of Engineer-In-Charge in case of
dispute will be final and binding to the contractor.
12.0 Medical facilities including insurance shall be provided by the contractor at his
own cost in case of accident to labours working on site of work. Moreover,
necessary first aid facilities shall also be provided by him on site of work. In case
of accident the rules regarding workman compensation shall be binding to the
contractor and shall undergo all procedures laid wherein. All prevailing labour
laws shall be followed by the agency.
13.0 The contractor or his authorized representative will sign on working
measurement of work etc.
14.0 The earthwork shall be carried out after making necessary profile as per
required sections as directed by engineer-in-charge.
15.0 The information board detailing out the work description as prescribed by the
SSNNL shall be exhibited and maintained on the work site.
16.0 The dismantled useful materials shall be the property of SSNNL and shall be
stacked and disposed off as directed by the Engineer-in-charge.
17.0 Before accepting the works of “Maintenance & Repairing works for I.P and
S.R Roads between Narmada Main Canal ch. 184.926 Km to 220.907 Km by
Repairing of damaged concrete road surface by Cement Concrete by Trimix
technique at Ch.220.907 CSY and Ch.210.936km Causeway, filling potholes
/ patch repairs at various location, concrete work at various locations &
providing & fixing crash barrier).”
18.0 ” The work carried out shall be inspected jointly by the Engineer-In-charge and
authorized representative of contractor and all defects unevenness as observed
shall be repaired rectified by the contractor at his own cost to the satisfaction of
the Engineer-in-Charge.
19.0 The contractor shall have to submit the methodology of work to be executed &
his construction program schedule immediately after the date of work order and
shall be approved by the Engineer-in-Charge. In this type of work contractor has
to complete the work in specified time limit.
20.0 As the work is to be carried out near the canal hence proper safety measures
shall be taken by agency. The life jacket, ring buoys, rope etc. must be provided
by contractor for safety of labour / supervisor working near Canal.
21.0 Contractor shall bound latest rules, regulations & guide lines of SSNNL regarding
quality control aspects.
22.0 Agency must follow the rules and law of labour & Labour Wages.
23.0 The, work, in general shall be carried out in workman like manner as well as to
the entire satisfaction of the engineer-in-charge or his representative.
24.0 The contractor shall engage person capable of managing and executing the work
and they shall carry out the work as per the specifications / instructions given by
the supervisory staff of the Nigam from time to time
25.0 The decision of Engineer-In-Charge in case of dispute will be final and binding to
the contractor.
26.0 The contractor or his representative shall remain present during theexecutionof
the work every day
27.0 The agency shall not deploy any person in connection with any activity under the
scope of this work, who is minor according to the Law. The agency shall not
deploy any person whose age is less than 18 years.
28.0 In case of failure from part of contractor for attending the defects or unevenness,
the Engineer-in-charge may rectify or remove or re-execute the work at the risk
and cost of the contractor. The Engineer-In-Charge shall be entitled to forfeit the
whole or any part of amount of security deposit towards, the expense, if any
incurred by him in rectification, removal or re-execution of defective work.
29.0 The Agency will have to quote his own price while online tendering only after
seeing the condition of the place or site visit.The Estimate of this work will not
have to be referenced.
30.0 As per Chief Engineer (Q.C., Tech. & CPC), SSNNL, Gandhinagar letter
No.CE(QC)/2023/Circular file/64 dt.22/07/2026, the contractor shall carry out
systematic photography and videography of the work at his own cost and submit
the digital records to the Engineer-in-Charge as per the guidelines issued by
SSNNL from time to time. The digital records shall include photographs/videos
of the Before, During, Hidden Works (where applicable), and After Completion
stages of the work. For hidden works such as reinforcement, foundations,
embedded components, underground pipelines, etc., photography/videography
before concreting, backfilling or covering shall be mandatory. All
photographs/videos shall be clear, of sufficient resolution, preferably geo-tagged
with date and time stamp, and shall clearly indicate the location/chainage of the
work. The contractor shall submit the photography/videography records along
with every Running Account (R.A.) Bill and Final Bill. Failure to submit the
required digital records shall be treated as non-compliance of the contract and
may affect verification of work, measurement certification and processing of
31.0 MONSOON DAMAGES:
Damages due to rain or flood either in cutting or in banks shall have to be made
good by the Contractor till the work is accepted by the SSNNL. The responsibility
of removing mud, dewatering and making good the damages due to rain or flood
rests with the Contractor, throughout the construction/Tender period. No extra
cost is payable for such operations and the Contractor shall, therefore, has to
take all necessary precautions to protect the work done during the entire
construction period. The provision made in this para shall be applicable to all the
components of the work under this contract till completion of the entire work.
The Contractor shall take all precautionary measures well prior to onset of the
monsoon to prevent entry of flood waters of drains, nallas and other area.
However, any damage done to the work or silting or slush caused shall have to be
attended by the Contractor without any extra cost to SSNNL.
Name of Work: Maintenance & Repairing works for I.P and S.R Roads between Narmada
Main Canal ch. 184.926 Km to 220.907 Km by Repairing of damaged
concrete road surface by Cement Concrete by Trimix technique at
Ch.220.907 CSY and Ch.210.936km Causeway, filling potholes / patch
repairs at various location, concrete work at various locations &
providing & fixing crash barrier).
1.0 White washing work
Item No. 1 - Providing and laying Nominal cement concrete M.200 (1:1.5:3) and curing
complete excluding the cost of formwork and reinforcement for reinforced concrete work
including preparing sub base by Providing & Laying M.S. Side rail of road thickness with
necessary nut bolt plates, fixing as per width applying plates vibrator, electric or diesel on
channel comp. with V.D. Systems (Trimix) by using the necessary equipment’s 7 material &
Machinery, such as running screed vibrator on prepaid M.S. channel for leveling vacuum
pumps, floating & power troweling etc. compl. also including groove cutting and filling joint
with bituminous every 5 mtr. (including hardener)
1.1 Ready Mix concrete
Thorough mixing is essential for production of uniform concrete. Equipment and methods used
shall be capable of effectively mixing concrete materials to produce uniform mixes of the lowest
slump practical for the work. Materials required for producing the specified grade of concrete as per
Abstract of this tender shall be as per mixed design. The minimum cement level for cement
concrete Ml5, M20, M25, M30, M-35, M40 shall be as per relevant code shall be followed. The
letter 'M' refers to mix and numbers specify 28 days‟ works cube compressive strength of 150 mm
cubes of the mix expressed in kg per cum. The proportion of cement, sand and coarse aggregates
shall be determined by weight, the weight batch machine shall be used for maintaining proper
control over the proportion of aggregates as per mix design.
The strength requirements of different grades of concrete shall be as under:
Compressive strength of 15 cms cubes in Kg./cum at
28 days, conducted in accordance with I.S. 516-1959
Grade of Concrete Preliminary Test Min. Work Test Min.
In all cases, the 28 days‟ compressive strength specified in above table above be the criteria for
acceptance or rejection of the concrete.
Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two
grades specified in the above table, such concrete shall be classified in for all purposes-as concrete
belonging to the lower of the two grades between which its strength, lies.
The proportions for ingredients chosen shall be such that concrete has adequate. workability for
conditions prevailing on the work in question and can be properly compacted with means available
except where it can be shown to the satisfaction of the Engineer-in-charge, that the supply of
properly graded aggregate of uniform quality can be maintained till the completion of work.
Grading of aggregate shall be controlled by obtaining the coarse aggregates, in different sizes and
bringing them in the right proportions as required. Aggregate of different sizes shall be stocked in
separate stock piles. The required quantity of material shall be stock piled several hours, preferably
a day before use. The grading of coarse and fine aggregate shall be checked as frequently as
possible, the frequency for a given job being determined by the Engineer-in-charge to ensure that
the suppliers are maintaining, the uniform grading as approved for samples used in the preliminary
In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight.
Where the weight of cement is determined by accepting the maker's weight per bag a reasonable
number of bags shall be weighed separately to check the net weight. Where cement is weighted
from bulk stocks at site and not by bags, it shall be weighted separately from the aggregates. Water
shall either be measured by volume in calibrated tanks or weighed. All measuring equipment shall
be maintained in clean and serviceable condition. Their accuracy shall be periodically checked.
It is most important to keep the specified water cement ratio constant and at its correct value. To
this end, moisture content in both fine and coarse aggregates shall be determined by the Engineer-
in-charge, according to me weather conditions. The amount of mixing water shall then be adjusted
to compensate for variations in the moisture content. Suitable adjustments also be made in the
weights of aggregates due to variation in their moisture content. Minimum quantity of cement used
in concrete shall not be less than minimum cement level specified as above for reinforced cement
concrete work for cement' concrete grade shown in item. The concrete work shall be carried out at
level / floor level mentioned in the item of Abstract of this tender.
1.2.1 Charging of mixer.
1.2.1 Mixers both stationary and truck mounted shall be so charged that there is a pre blending of the
ingredients as the stream flows into the mixer.
1.2.2 Water shall enter the mixer first, but must continue to flow while other ingredients are entering the
mixer. Water charging pipes shall be of proper design and of adequate size so that water enters at a
point well inside the mixer. Water charging shall be complete within the first 25% of the mixing
1.2.3 Cement shall be charged along with other materials, but it shall be ensured that cement enters the
stream after approximately 10% of the aggregate is in the mixer. When it is necessary to charge
cement into truck mixers separately, additional mixing time shall be allowed to obtain desired
uniformity to mix.
1.2.4 Admixtures shall be charged to the mixer at the same time in the mixing sequence for every batch.
Liquid admixtures shall be charged with the water, powdered admixtures shall be sprinkled in to the
mixer with other dry ingredients. When more than one admixture is used, they shall be batched
separately and they shall not be premixed before entering the mixer.
1.3 Mixer performance
1.3.1 Mixer performance checks shall be made at regular intervals to ensure uniformity of the concrete.
Visual examination of the concrete shall be one of the aids for maintaining and checking mixer
1.3.2 Results of tests on air content, slump unit weight of air free mortar shall be guide lines on mixer
1.4 Mixing Time.
1.4.1 Mixing time shall be measured from the time all ingredients are in the mixer.
1.4.2 Mixing time shall be established, from mixer performance tests conducted at frequent intervals
throughout the period of the work. However, as an initial guide, mixer manufacture's
recommendation may be flowed. Other guide line being 1.33 minutes for 1 cum capacity of mixer
and 0.33 minutes for every additional 1 cum of mixer capacity.
1.4.3 Mixer shall be designed to have audible indicators and combinations inter locks which prevent
mixer discharge prior to completion of a preset mixing time. Mixer shall also be designed to start
and stop operation with full load.
1.5 Re-Tempering
1.5.1 Provided that design water cement ratio is not exceeded, small increments of remembering water
may be added to mixed batches to obtain the desired slump.
1.5.2 Addition of water in excess of designed water cement ratio to compensate for slump loss resulting
from delays in delivery or placing of concrete shall be permitted.
1.6 Mix Temperature
1.6.1 Batch to batch uniformity of concrete regard to slump, water requirement and air content is
dependent on temperature of concrete. It shall therefore, be ensured that the maximum and
minimum temperatures of concrete throughout all seasons of the year do not vary beyond the limits
1.6.2 Necessary measures shall be taken to lower or raise the temperature of water to maintain the mixed
concrete between the specified temperature limits.
1.7 Discharging of mixer.
1.7.1 Mixer shall be capable of and handled properly so that concrete of lowest desired slump can be
effective) discharged without causing segregation.
1.8 Ready- Mix concrete may be:
1.8.1 Mixed in a central plant and transported to the job in agitating or non- agitating truck bodies.
Mixed entirely in transit.
Mixed entirely after reaching the job site.
Mixed partially in a central plant and completed in transit or after reaching the Job site (Shrink
1.8.2 In ready mix concrete special at tension shall be given the addition of mixing water quantity, which
if incorrect, shall result in reduction of concrete quality.
1.8.3 Concrete consistency (Slump) is also affected by: Amount and rate of mixing.
Time period for unloading
Temperature conditions.
1.8.4 In cool weather or short haul and with prompt delivery concrete quality may not be significantly
affected. But with reverse conditions, quality of concrete may be significantly affected. Addition of
water to compensate for slump loss shall not exceed that quantity necessary to compensate for a
maximum 25mm slump loss. However, by this additional quantity of water, the design water
cement ratio shall not be exceeded.
1.8.5 Loss in workability in warm weather shall be minimized by expediting delivery and placement, and
by controlling the concrete temperature.
1.8.6 If it becomes necessary to use readers to prolong the time the concrete will respond to vibrations.
1.8.7 In hot weather conditions or delays in delivery/ placement, use may be made of the procedure of
withholding some of the mixing water till the mixer arrives at the job site, in such cases after
addition of the balance (Withheld) quantity of water an additional 30 revolutions of mixer at mixing
speed shall be given to adequately incorporate the additions water into the mix.
1.8.8 When loss of slump or workability cannot be controlled by measures stated above., complete
mixing shall be done at the job site using centrally dry batched ingredients.
1.9 Supply and placing of ready-mix concrete.
1.9.1 Responsibility of in-place quality of ready-mix concrete shall be shared by the manufacturer /
supplier of ready mix concrete and the placing contractor.
1.9.2 They shall work in close coordination. The placing crew shall be in direct
radio/telecommunication contract with the batch plant to ensure. Avoidance of delay in dispatching
concrete from batch plant. Inform batching plant delays in formwork, reinforcement work, handling
1.9.3 The placement contractor shall give in waiting his requirement of a particular batch of concrete to
1.9.4 The ready - mix concrete manufacturer / supplier shall along with each batch of concrete delivered
to the placement contractor give him a concrete delivery ticket. The supplier shall give copies of all
such delivery tickets to the Engineer- in Charge for his record and also shall get duplicate Copies of
all such delivery tickets duly received and signed from the placement contractor.
1.9.5 Ready mixed concrete as supplied by the manufacturer and as placed by the contractor shall in no
way be different from the specifications of concrete as approved by the Engineer-in - Charge.
1.10 Transportation.
1.10.1 Fresh concrete can be transported to the placement area by a variety of methods common among
Stationary truck bodies with or without agitators.
Buckets hauled by trucks.
Conveyor belts.
House or pipe line by pumping.
Each type of transportation has specific advantages and limitations depending on the condition of
use. mix, accessibility and location of placing.
1.10.2 Transportation by mixer trucks.
1.10.2.1These are essentially revolving drums mounted on track chassis. Truck mixers used in the job shall
be labeled permanently to indicate the manufacture specifications for mixing like.
- Capacity of drum.
- Total number of drum revolutions required for complete mixing.
- Mixing speed.
- Maximum time limit before completion of discharge and after cement has entered the drum.
- Reduction in time period of discharge.
- Due to warm weather or other variables.
All above information shall only form guidelines for the manufacture / producer of concrete.
1.10.2.2Fulfillment of the stipulated number of revolutions or elapsed time shall not be acceptable
criterion. As long as the mixing water limit not exceeded and the concrete has satisfactory plastic
physical properties and is of satisfactory consistency and homogeneity for satisfactory placement
and consolidation and is without initial se the concrete shall be acceptable.
1.10.2.3When the concrete is totally mixed in transporting trucks or in case of shrink- mix concrete, exceed
63% of the rated capacity of the drum, in case the concrete is totally mixed in the central batching
plant, the transporting truck may be loaded up to 80% of the rated capacity of the drum. In this case
the drum shall be rotated at charging speed during loading and reduced to agitating speed after
loading is complete.
1.10.2.4When transporting concrete by truck mixers, delivery time shall be restricted to 1.50 hours from
the time cement has entered the mixer to completion of discharge
1.10.3 Transporting by agitating.
i Transporting ready mix concrete by this method shall consist of truck chassis mounted with open
top bodies. The metal body shall be smooth and streamlined for easy discharge. Discharge may be
forming the rear when the body is mechanically tilted. Body of the truck shall have a provision of
discharge gate. Mechanical vibrators shall be installed at the discharge gate for control of discharge
ii Agitators, if mounted, also aid in the discharging of concrete from the truck in addition to keeping
the concrete alive.
iii Water shall not be added to concrete in transport through this system
iv Bodies of trucks shall be provided with protective covers during period of inclement weather,
v Delivery period when adopting this system of transporting, concrete shall be restricted to
minutes from the moment all ingredients including cement and water enters in mixer to completion
1.10.4 Transporting by buckets.
i This method of transportation is very common for transportation of centrally mixed concrete.
Buckets of suitable capacities may be fitted with concrete which is totally mixed in central plant
and hauled to the job site. Buckets then may be conveyed to the actual point of placement either
with the help of crane / hoist or they may be carted.
ii As in the case of open truck transportation water shall not be added to concrete transported in
buckets. Concrete shall be protected from inclement weather by necessary covering arrangements.
Also, maximum deliver}' period for this system of transportation from the time cement is
introduced into the mixer to completion of discharge shall not exceed 30 minutes.
1.10.5 Cleaning
i Before loading concrete in either truck mixer open bodied trucks or buckets. the containers shah be
thoroughly cleaned, washed and dried so that there is no water or moisture in the container which
may affect the designed water content of the concrete,
1.10.6 Other methods of transportation.
i Transportation of concrete either by belt conveyors or by pumping is envisaged in this work.
ii If, however, producer/ manufacturer/ purchaser or ready mix concrete desires to use such methods
of transportation, they may do so provided their scheme and complete specifications are submitted
to the Engineer- in - Charge for his record and approval.
1.10.7 Objective
- Method of transportation used shall ensure.
1 Efficient delivery of concrete.
2 No significant alteration of properties.
3 With regard to water cement ratio.
4 Slump, air content and homogeneity.
All variables in transportation considering type and accessibility of placement locations, distance, time
interval etc. shall be carefully studied before arriving at the method used.
A) Working Method:
Concrete placing:
Concentration be placed & distributed by transit mixer, or also sufficient man power is required.
B) Poker Vibration:
As a first steps, concrete is vibrated with as immersion vibrator in order to remove entrapped air &
voids 7 make the concrete homogeneous. Please ensure that the areas close to channels & stop and
carefully vibrated the concrete with the poker vibration along with the surface vibration.
C) Surface Vibration:
Surface Vibration should always start as soon as there is enough concrete in front of surface
vibration. Two passes with the surface vibration are required. During the first pass, concrete must
be distributed evenly in front of surface vibrator. There should be a roll of concrete of about 10-20
mm in front of leading beam along the entire length of vibrator, when the concrete has been placed
and vibrated to a length of about 5mm the second pass is carried out. The machine should be pulled
at a speed of maximum 1 mtr. / min. and without interruption „avoid linings‟ on the surface. Keep
the surface of the channel. Clean from concrete.
D) Vacuum Processing:
Please the first pads as soon as the sufficient concrete surface is vibrated. Please note that the
vacuum dewatering process must start within 30 minutes‟ front of staring concrete pouring Filter
pads are placed in such a way that there is at least 100mm fresh concrete visible around the filter
pads on all four sides. Filter should be overlapped with each other by at least 250mm. (all filter pads
are marked with black line to ensure proper overlapping) The recesses or other obstacles within the
area to be vacuum processes must be covered & scaled using polythene sheet before. The filter pads
are placed. If the obstacles are flush with the surface level or above. Filter pad must be folded. The
rolled up top cover is placed centrally on the filter pads. It is rolled out in such a way that it covers
all filter pads & exposed concrete on the sides of the filter pads. Please note that this exposed
concrete will ensure perfect sealing of the cover from the top. Concrete the cement pipe of the top
cover to the suction hose, which in turn is connected to the vacuum pump, when the pump is started
vacuum, will be created between the top cover & filter pads. Excess water will be taken in to the
vacuum pump tank & discharged. Normal suction cycle is 1-1.5 min. Per 10mm of concrete
thickness, Guidelines for selecting dewatering time @ normal condition are shown in the following
Thickness Dewatering Time
Please note that dewatering time largely depends upon ambient conditions viz. temperature,
humidity etc. During the course of dewatering, the top of the cover. The extent of hardness achieved
by the concrete decided when to stop dewatering process.
When the vacuum processing is over, the cover is rolled upto 100 min. So. that the side sides of the
filter pads are visible This will remove the water that may have remained on the concrete surface,
filter pads & in the suction hose. After about 30 seconds, the top cover is rolled completely &
vacuum pump is switched off. Simultaneously, the suction hose & the top cover pipes are
disconnected. Do not run the pump while the ball valve is open as likely that small aggregate is
sucked in to the pump due vacuum. The entire process is repeated on the next concrete panel.
After first in any / given panel is dewatered, care should be taken wile piecing filter pad on the
concrete surface next to the dewatered concrete. First filter pad should start from the edges of any
filter pad of the previously dewatered concrete. The remaining filter pads then shall be placed as
explained above.
While repeating dewatering process subsequently, in order that top cover should get proper sealing
against the side already vacuum processed, it should be rolled out at least 300mm cover the vacuum
dewatered area. Before spreading the top cover on the dewatered area, it is essential to give on pass
of Skim floater (with disc.) along the edges of the dewatered concrete. The concrete surface will
become wet as some will come on the top surface. This will provide the necessary sealing.
Subsequently roll out top cover completely. Check that there are no wrinkles on the top cover.
The first finishing operating is floating where floating disc is used. Only the that cannot be reached
by skim floater are floated by hand. Care should be taken while floating near channels & edges. The
skin floater is run over the channel upto disc center in order to avoid unevenness at the joint. All
four sides of dewatered panel must be floated first central area is to be floated later. Any
corrections, if required are to be this stage with the concrete collected at the time of making only.
Never use any cement paste, mixture of cement & sand or fresh for patchwork. Such materials will
pool off will leave black patches after the concrete floor is brought to use.
Normally two with disc with the skim floater operating at higher speed are sufficient for the skid
free surface. This pass of skim floater should be give perpendicular to the previous pass. Please note
that the floating operation brings up certain amount of water to the surface. This moisture helps in
carrying out fishing operation.
Troweling is carried out with the same machine running on troweling blades. Normally, two pas of
troweling blades are required for the smooth surface finish. However, the number of passes can be
carried depending upon the surface finish required. The first troweling operation can start after the
about 30 minutes after the final floating operation & surface is sufficiently dry. This pass is to be
made using low speed & minimum blade angle. Please also use the lower speed when troweling
near the channels, from edges obstacles etc. Blade angle & the speed can be increased for
subsequent passed to achieve smoother surface finish.
Concrete has to be protected from rapid drying which may result in cracking. Curing can be done by
pending, covering with plastic sheet or gunny bags. If any method, the surface should be always
kept wet with water. Curing can also be done by application of curing compound. Curing must be
done for at least 7 days.
Joint sealing compound:
The joint sealing compound shall be of hot poured, elastomeric type or with two component pre -
packed capable of + or - 20% of joint movement sealing compound of elastic PU coal tar based
having width 20 mm x depth 10 mm of black colour & available in pourable viscous liquid with a
density of 1.3kg / litre .
1.11 Mode of Measurement and payment:
If Ready Mix Plant is situated within 10 km. lead from site of work no deduction shall be made in
payment however if the plant is situated more than 10 km lead necessary permission shall be taken
from Engineer - in - charge before execution start. If the permission for installing ready mix plant
more than 10 km away from the work is taken from Engineer -- in - charge, the slump height and
other parameters as per relevant IS code at site of work for different type of concreting shall be
maintained by contractor for which no extra payment shall be made to the contractor. No extra
payment for conveying of ready mix cement concrete shall be made if the ready mix plant is
situated beyond 10 km though necessary permission is taken from Engineer - in - charge,
Plasticizers can be added within the permission limit mention in relevant IS code or can be added
on permission of Engineer - in - charge keeping the slump height and other parameters as per
relevant IS code at site of work as per standards mention in relevant 1 S -ode. No extra payment
shall be made to the contractor for using Plasticizers. If Pipe / System / Device for pouring / placing
the cement concrete blocked in conveying system / device, necessary permission shall be taken for
placing the construction joint in member during execution of work of ready mix cement concrete at
site of work. However, if such problem occurs during concreting the decision for demolition of that
part shall, be bind to contractor without claiming any extra cost & the same shall be executed again
without claiming any extra charges. The demolition shall be carried out without disturbing the
structural strength & stability of adjoining part or member itself. The entire work, shall be earned
out to the satisfaction of Engineer - in - charge. The decision of Engineer - in - charge for allowing /
not allowing installing ready mix plant within or beyond 10 km from site of work shall be binding
to the contractor without claiming any charges for completing the work. the ready mix plant is
available within 10 Km lead. If the plant is not available within 10 km lead no extra payment shall
be made to the contractor for transporting ready mix concrete to the site of work.
Rate shall be for a unit of one cubic meter.
2.0 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash
barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground
level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot
dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per
(a) This work shall consist of furnishing and erection of metal beam crash barrier of dimensions
and at locations as shown on the drawing(s) or as directed by the Engineer.
(b) Metal beam crash barriers shall generally be located on approaches to bridge structures, at
locations where the embankment height is more than 3 meters and at horizontal curves.
(a) Metal beam rail shall be corrugated sheet steel beams of the class, type, section and thickness
indicated on the plans Railing posts shall be made of steel of the section and weight shown
on the plans. All complete steel rail elements, terminal section, posts bolts nuts, hardware and
other steel fittings shall be galvanized. All elements of the railing shall be free from
abrasions, rough or sharp edge and shall not be kinke, twisted or bent.
(b) Steel beam elements and terminal section shall be galvanized (zinc coated 0.55 kg per square
metre, minimum single unless otherwise specified. the galvanizing on all other steel parts
shall conform to the relevant Is specification. All fitting (bolts, nuts, washres) shall conform
to the IS : 1367 and IS : 1364. All galvanizing shall be done after fabrication.
(c) Concrete for bending and anchor assembly shall confirm to Section-IV of these
Specifications.
2.3 Construction Operation: -
(a) The line and grade of railing shall be true to that shown on the plans. The railing shall be
carefully adjusted prior or fixing in place to ensure proper matching at abutting joints and
correct alignment and camber throughout their length. Holes for field connection shall be
drilled with the railing in place in the structure at proper grade and alignment.
(b) Unless otherwise specified on the drawing, railing, steel posts shall be given one shop coat of
paint (primer) and three coats of paint on structural steel after erection. If the section are not
galvanized. Any part of assembly below ground shall be painted with three coats of red lead
(c) Splice and end connection shall be of the type and design specified or shown on the plans
and shall be of such strength as develop full design strength of the rail elements.
2.4 Installation of Posts.
(a) Holes shall be dug or drilling to the depth indicated on the plans or posts may be driven by
approved methods and equipment, provided these are erected in proper position and free
from distortion and burring or any other damage.
(b) All post holes that are dug or drilled shall be of such size as will permit proper setting of the
posts and allow sufficient room for backfilling and trapping.
(c) Holes shall be backfilled with selected earth or stable material in layers not exceeding
mm thickness each layer shall be thoroughly tamped and rammed. When backfilling and
tamping are completed the posts or anchors shall be hels securely in place.
(d) Post holes that are drilled in rock and holes for anchor posts shall be backfilled with concrete.
(e) Posts for metal beam guardrail on bridge shall be bolted to the structure as detailed on the
plans. The anchor shall be set to proper location and elevation with templates and carefully
(a) All guardrail anchors shall be set and attachment made and placed as indicated on the plans
or as directed by the Engineer
(b) All bolts or clips used for fastening the gaud rail or fittings to the posts shall be drawn up
tightly. Each bolts shall have sufficient length to extend at least 6 mm through and beyond
the full nut, except where such extension might interfere with or endanger traffic in which
case the bolts shall be cut off flush with the nut.
(c) After tightening the bolt welding of the bolt with the adjacent member shall be done as
directed by the Engineer-in-Charge to avoid any theft activity on site.
(d) All railings shall have erected, drawn and adjusted so that the longitudinal tension will be
uniform throughout the entire length of the rail.
(a) The post shall be vertical with a tolerance not exceeding 6mm in a length of 3 meter. The
railing barrier shall be erected true to line and grade.
2.7 Measurement for Payment
(a) Metal beam railing barrier will be measured by running metre of completed length as per
plans and accepted in place.
(b) No measurement for payment for payment shall be made for projections or anchors beyond
the end posts except as noted above. Furnishing and shall be considered incidental to the
construction and the costs thereof shall be included in the price for other items of
(c) No measurement for payment will be made for excavation or backfilling performed in
connection with this construction.
3.0 Filling Pot- holes and Patch Repairs with - Bituminous concrete,
40mm. (Removal of all failed material, trimming of completed excavation to provide firm
vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as
per clause 503, back filling the pot holes with hot bituminous material as per clause
compacting, trimming and finishing the surface to form a smooth continuous surface, all as
per clause 3004.2)
The scope and type of maintenance work to be carried out shall be in accordance with the provisions of
the Contract or as instructed by the Engineer. Maintenance treatments required under the Contract or
instructed by the Engineer may include pothole and patch repair. The materials (particularly patching
and overlay materials) used in maintenance operations shall be of a standard not less than those
specified for the original construction. Traffic control during maintenance operations shall conform to
the requirements of the Contract and Section 100 of Specifications for Road and Bridge works (fifth
revision) published by IRC, New Delhi
3.1 Filling Potholes and Patch Repairs
This work shall include repair of potholes and patching of all types of bituminous pavement and paved
shoulders. The work shall include the removal of all failed material, in the pavement courses and, if
necessary, below the pavement, until the root cause of the failure is removed, the trimming of the
completed excavation to provide firm vertical faces; the replacement of material of at least as high a
standard as that which was originally specified for the pavement layer; the application of tack coat on to
the sides and base of excavations prior to placing of any bituminous materials and the compaction,
trimming and finishing of the surfaces of all patches to form a smooth continuous surface, level with the
surrounding road.
3.1.2 Materials
All materials used for the pothole and patch repair of bituminous surface and underlying layers shall be
in accordance with morth clause 406 and shall be of the same type as specified for the original
construction. A mix superior to the one on the existing surface may also be used for repair work. An
emulsified bitumen/modified bitumen mix compatible with the existing layer shall also be considered
appropriate. Materials used for patching shall not be of lesser bearing capacity nor of a greater porosity
than the adjacent previous construction. Non-bituminous material shall not be used for patching
bituminous materials. Ready patch mix material can also be used with the specific approval of the
3.1.3 Preparation of the Area for Pothole and Patch Repair
Each pothole and patch repair area shall be inspected and all loose and defective material removed. The
area shall be cut/trimmed to a regular shape either with jack hammers or with hand tools suitable for the
purpose. The edges of the excavation shall be cut vertically. The area shall be thoroughly cleaned with
compressed air or any appropriate method approved by the Engineer to remove all dust and loose
particles. Layers below the level of the bituminous construction shall be filled using material of the
equivalent specification to the original construction, which shall particularly include the specified
standards of compaction. The area and sides for bituminous construction shall be applied with a tack
coat conforming to Clause 503 of Specifications for Road and Bridge works (fifth revision) published
by IRC, New Delhi 2013, before back filing operation.
3.1.4 Backfilling Operation
The mixture to be used in bituminous patching shall be either a hot mix or a cold mix in accordance
with the appropriate Clauses of morth clause 507 or any other approved patching material. Mixing shall
be done in a plant of suitable capacity. The bituminous mixture shall be placed in layers of thickness not
more than 100 mm (loose) and shall be compacted in layers with roller/plate compactor/hand
roller/rammer to the compaction standards defined in the appropriate Clauses of these Specifications.
While placing the final layer, the mix shall be spread slightly proud of the surface so that after rolling,
the surface shall be flush with the adjoining surface. If the area is large, the spreading and levelling shall
be done using appropriate tools and equipment. During the process of compaction, the surface levels
shall be checked using a 3 m straight edge.
3.1.5 Measurement for Payment
Filling of potholes and patch repair shall be measured in sq. mt
The contract unit rate for filling of potholes and patch repair shall be payment in full for: i) furnishing
all materials required; ii) all works involved including excavation, trimming, filling with any non-
bituminous layers required, applying tack coat, and back filling with bituminous materials iii) all labour,
tools, equipment and incidentals to complete the work in accordance with the Specifications.
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