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Tender ID
Tender Value
₹36.2 L
EMD Value
₹36,200
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar-382010
Providing Crash Barriers / Railing between Ch.180.438 to 181.800 km i.e Under Observation reach IP side for public safety and to avoid accidents.
286838
25 of 2025-26
Open
Civil - All
Works
Gandhinagar
6 documents required · 6 mandatory
₹1,770
Yes
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar
₹36,200
Yes
16 Mar 2026
16 Mar 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
8 Section -7 Bill of Quantities 106-110
9 Section -8 Securities and Other Forms 111-122
10 Section -9 Drawing 123-124
11 Section -10 Documents to be furnished by Bidder 125-126
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 security document completion Registration /
works (Rs.) (Rs.) (Rs.) Category of
1 Providing Crash Barriers / 36,19,757=80 36,200/- Rs.1500/- + 03 Months Class-A” and
Railing between Ch.180.438 Rs.270/- above
to 181.800 km i.e Under (18% GST)
Observation reach IP side for =Rs.1770/-
public safety and to avoid
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.
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
as per SSNNL Circular No.CPC/Standard Bid Document/2023/1826/14
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 …-…-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. (The Validity of EMD should be 165 days
from the date of uploading of BG/FDR documents on e-tendering website.).
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,
The threshold limit for the pre-qualification criteria shall be adopted as per SSNNL
circular issued vide letter No.CPC/Model Tender/Revision/2011/ 648 Pt-IIIA,
dtd.21-05-2019 which is as under
-Works of Water Resources
Above Rs.7.5 Crores
-Roads/Bridge/Building work Above Rs.7.0 Crore
-Electrical Work * Above Rs.0.5 Crore
(*) includes any or combination of providing AC plants, lifts, sound systems
of Auditorium refrigeration
For the works costing below Rs.7.5 crore for Water Resources department Works and
above Rs.7.0 crore for Road, Building and Bridge Works documents mentioned in
Section-10 shall be submitted in electronic format only through online by scanning
and also the (i) Bid Document Fee / Tender Fee (ii) Bid Security / EMD should be sent
in original to the Tender opening authority through RPAD/Speed Post/ Courier) only,
so as to reach the Executive Engineer N.P.Main Canal Dn.No.2, Gandhinagar within
days from last day of submission of Bid.
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:
4.5.4. Personnel Capabilities.
Availability for his work of personnel with adequate experience as required; as per
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
4.5.7. Deleted.
4.5.8. Litigation History
The Applicant should provide accurate information on any litigation or arbitration
resulting from contracts completed or under execution by him over the last five
years. A consistent history of awards against the Applicant or any partner of a joint
venture may result in failure of the applicant.
4.5.9. Disqualification
Even though the applicants meet the above criteria, they are subject to be
disqualified if they have:
Made misleading or false representation in the forms, statements submitted, and / or
Record of poor performance such as abandoning the work, rescinding of contract for
which the reasons are attributable to the non – performance of the contractor;
consistent history of litigation awarded against the applicant or financial failure due
to bankruptcy. The rescinding of contract of a joint venture on account of reasons
other than non – performance, such as Most Experienced partner of joint venture
pulling out, court directions leading to breaking up of a joint venture before the start
of work, which are not attributable to the poor performance of the contractor will,
however, not affect the qualification of the individual partners.
4.7. 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
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. As per the
Certificate (regarding Annual Turnover i.e Total Value of Civil engineering
construction works), issued by Chartered Accountant (in prescribed
format as Form-E)
B= Value at current price level of the existing commitments and ongoing
works to be completed during the next 03 months ( period of completion
of work for which bids are invited ) as on 30 days prior to the last date
of online submission of tender; 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
For Value of B in Bid capacity, bidder must submit online a self-certified
copy of statement for existing commitments and ongoing works in
prescribed format.
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 meeting.
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 “Preliminary Stage” and shall comprise
(i) Bid Security in the form 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.
preliminary 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/4/2024/2859/D.M.O. Date 01/05/2025 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 “Preliminary Stage “and “Financial Bid” in separate parts to
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 “Preliminary Stage” 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) Deleted.
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 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 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 "Preliminary Stage", 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/4/2024/2859/D.M.O. Date 01/05/2025 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. Deleted [Cl.4.5.3 (a)]
4. Value of Work is Rs.36,19,757=80
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 2025-2026 [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
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 2025-2026
LIST OF KEY PLANT & EQUIPMENT TO BE DEPLOYED ON CONTRACT WORK
[Reference CL. 4.5.5]
The contractors shall also give a list of machineries in his possession and which they
propose to use on the work.
Sr. Plant or Location Age of Make Capacity Approximate Remark
No. Machinery Machinery Value
List of Key Personnel to be deployed on Contract Work
(Reference Cl. 4.5.4)
Employment of a qualified site Engineer by the Contractor.
The Contractor shall employ full-time technically qualified staff during the execution of this
work as under: -
1. Two graduate Civil Engineers and three diploma Civil Engineers when cost of the work
to be executed is more than Rs.50 lakhs.
2. One graduate & two Diploma, Civil Engineers when the cost of the work to be executed
is more than Rs.15 lakhs but less than Rs.50 lakhs.
3. Minimum Two Diploma Civil Engineer when the cost of work is less than Rs.15 lakhs
but more than Rs.5 lakhs.
4. Minimum One Diploma Civil Engineers for the work when the cost of work to be
executed is less than Rs. 5 lakhs. The Engineer so employed for the Government work
must have sufficient experience to handle the work independently. Such an Engineer
shall have to stay at the site of work and he shall not be entrusted with other duty
except this work.
In case the contractor or partner of the contractor firm is a Civil Graduate Engineer,
Employment of a separate Engineer will not be necessary provided that the Engineer
partner himself attends the execution of the work on the site.
Within 15 days of issue of work-order the Contractor will have to furnish to the
Deputy Executive Engineer-in-charge of the work the Name, Qualifications, copy of
marksheet, 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 2020-2021
Works performed in the last five years (in Rs.
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.
1.10 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
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
SAMPLE FORMAT FOR ANNUAL TURNOVER CERTIFICATE
(REGARDING TOTAL VALUE OF CIVIL ENGINEERING CONSTRUCTION WORKS
PERFORMED IN THE LAST FIVE YEARS)
(CLAUSE 4.5.3 (a) OF ITB & Clause 1.2 of Q.1)
This is to certify that we have verified Books of Account of M/s. __________________________
has registered as Civil Construction Firm and achieved the following Gross Annual
Turnover from Construction Activity for Last five financial years is as under:
Civil Engineering
Other Business Add GST Turnover
Sr.No. FinancialYear Construction works
Turnover (in Rs) Value(in Rs) including GST
Turnover(in Rs)
We have verified the above facts and figures from the Audited Books of the Firm or the
Audited Balance sheet and other relevant authentic records of the firm, for the last five
financial years and certify the same as True.
(Signature & stamp of the Chartered Accountant)
In above Form, the details given in above form is given in any other format but
containing a, b & c in same wording then the format shall be considered for
If any tender is to be opened between 1st April and 30th September, then their
provisional certificate of previous financial year shall be considered for
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
While dealing with the financial approval and items like extra items, quantity
variations and other such proposals involving the finance where the terms should
mean the competent authority under the organization having competency to deal
with and approve such cases.
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. The Engineer shall obtain approval of competent
authority if needed as per delegation of powers of SSNNL.
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
COMPETENT AUTHORITY OF SSNNL 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
such competent authority.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the COMPETENT AUTHORITY, both the parties have to
refer to the Director (CAD/Civil/Canal) SSNNL 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 COMPETENT AUTHORITY, both the parties
have to refer to the M.D., 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 all works costing up to Rs. 50,000 (amount put to tender), the period shall
be 3 Months from the certified date of completion.
(b) For all works costing more than Rs. 50,000 and up to Rs. 1 crore (amount put
tender), the period shall be 12 (Twelve) months from the certified date of
completion or one monsoon, whichever is later.
(c) For major projects costing more than Rs. 1 crore, the period shall be
Months from the certified date of completion which should include three
(d) For original building works the defect liability period will be 4 years or elapse
of 4 monsoon period following date of possession of building taken over by
user agency following the certified date of completion, whichever is later.
For the purpose of deciding the monsoon period, the 30th September shall be
treate as the last date.
Modified vide R & B D Circular No. PAC-11-102008-2076-N dated 31/8/2009,
PRCH/102013(2976) 2759-N, Dated 27/05/2013 and Circular
No.TNC/10/2016/Clause 17A (Correction/(1)C Dated 12/05/2016]
33.2 Free maintenance guarantee period for works of Road/Bridge
(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 the B.T. 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
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.
33.2.1 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.
33.2.2 2% of the amount eligible for the payment of bituminous items shall be
withheld till the miscellaneous items like earthwork in embankment /
cutting for side shoulders, side gutters, kilometer / indicator / guard
stones, sign boards etc. are completed in all respect by the contractor.
After completion of the miscellaneous items, the above said 2%
withheld amount shall be released.
33.2.3 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. 5.00Crore.
33.2.4 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.
33.2.5 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.
33.2.6 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
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 have a Defect.
33.4 Free maintenance guarantee period for works of construction of
Canals (including UGPL). Canal Structures, Canal Roads. Hydro
Electrical & Mechanical works, Solar, Building works and
Maintenance & Operations.
(a) For the work of Canals(including UGPL), Canal Structures, Canal
Roads, Hydro Electrical & Mechanical works, Solar, Building
works and Maintenance & Operations free maintenance
guarantee period one year from the date of completion
(b) 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 and attend all defects such as filling rain cuts
in banks. Jungle cutting, side gutter and all other defects in all
structures and its components etc. and will prepare reach 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 Performance Bond/Performance
Security related to Free Maintenance Guarantee. The amount
equivalent to 5% of each running bill shall be withheld and will
be released after the free maintenance guarantee period (i.e.
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 materials used for the works during construction shalt be as
per Indian standards/Technical Specifications of the respective
item and all the test as per respective Indian Standards/
Technical Specifications of the respective item shall be conducted
and ensured that the test results shall be meet the criteria
specified in the relevant clause/specifications for the maternal in
(2) 2% of the amount shall be withheld till the miscellaneous items
like WBM road, testing of canals, side gutters, km stones, canal
data board, marble data plates, gauge plates, gate work etc. and
in case of UGPL, works, trial run, other ancillary work viz,
strainer, ladder, pump, well-cover, performance test trial run of
Hydro Mechanical and Electrical works 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 works 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 estimated cost of Rs.
(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
(5) For finalizing the work, the work carried-out shall be randomly
checked by core test for the canal lining works and density tests
for embankment works will have performed randomly as per
SSNNL G.R. No. મ.ુ ઇ/ગનુ િ/િર્મદા ગ.ુ નિ/પીબી-૨/૬૮/૨૦૧૧ તારીખ: ૨/૬/૨૦૧૧
before final bill is paid
(6)Maintenance during Construction Period
During the Construction Period, the Contractor shall maintain; at
his own risk and cost; works for safety 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 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 work.
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 For Confirmatory tests of the testing done by the agencies 1% of the amount of
work done should be deducted from R.A. bill of the contractor for testing
the quality of material workmanship, irrespective of actual charges.
34.3 Agency has to establish testing laboratory on site for the various test to be
carried out in the work for this purpose agency shall construct a pukka
laboratory building with all facility on site at location specified by the
engineer in charge.
35. Correction of defects
35.1 The engineer shall give notice to the Contractor of any defects before the end
of the defects Liability Period, which begins at Completion and is defined in
the contract data. The Defects Liability Period shall be extended for as long as
Defects remain to be corrected.
35.2 Every time notice of a Defect is given, the Contractor shall correct the notified
defect within the length of time specified by the Engineer’s notice.
36. Uncorrected Defects
36.1 If the Contractor has not corrected a defect within the time specified in the
Engineer’s notice, the Engineer will assess the cost of having the Defect
corrected, and the Contractor will pay this amount.
D. COST CONTROL
37. Bill of Quantities
37.1 The bill of Quantities shall contain items for the constructions, installation,
testing and commissioning work to be done by the Contractor.
37.2 The bill of Quantities is used to calculate the Contract price. The Contractor is
paid for the quantity of the work done at the rate in the Bill of Quantities for
38. Change in the Quantities
38.1 The Engineer shall have power to make any alterations in or addition to the
original specifications , drawings, designs and instructions that may appear to
him to be necessary or advisable during the progress of the work and the
contractor shall be bound to carry out the work in accordance with any
instruction in this connection which may be given to him in writing signed by
the Engineer and such alteration shall not invalidate the contract and any
additional work which the contractor may be directed to do in the manner
above specified as part of the work shall be carried out by the contractor on
the same conditions in all respects on which he agreed to do the main work
and at the same rate as are specified in the tender for the main work.
Except that when the quantity of any item exceeds the quantity as in the
tender by more than 130%, the contractor will be paid for the quantity in
excess of 130%, at the rate entered in the SOR of the year during which the
excess in quantity is first executed.
39.1 All Variations shall be included in updated programmes produced by the
40. Payments for Variations
40.1 If the additional or altered work includes any class of work for which no rate
is specified in this contract, then such class of work shall be carried out as
(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 after obtaining approval of
the Competent Authority if needed as per delegation of Powers of SSNNL. In
the event of the dispute, the decision of the Competent Authority of SSNNL
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 COMPETENT
AUTHORITY OF SSNNL 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 such Competent
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the COMPETENT AUTHORITY, both the parties have to
refer to the Director (CAD/CIVIL/CANAL), SSNNL 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 COMPETENT AUTHORITY, both parties have to
refer to the MD,SSNNL, Government of Gujarat for the conciliation
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 12 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]
03 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 %22 days.
Milestone 2 i.e. 50 % 45 days.
Milestone 3 i.e. 75 % 66 days.
Milestone 4 i.e. 100 % 90 days.
6. The Site is located at Narmada Main Canal, Vill.Nani Kadi to Kadi, [CL.1.1]
Ta. Kadi & Dist. Mehsana.
7. The name and identification number of the Contract is: As per tender [CL.1.1]
8. The works consist of Providing Crash Barriers / Railing between [CL.1.1]
Ch.180.438 to 181.800 km i.e Under Observation reach IP side for
public safety and to avoid accidents with items as per B.O.Q. The
works shall, inter alia, include the following, as Specified or as
(A) 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.
( B ) 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
completion; rectification of the defects during the Defects Liability Period and
submission of “As-built” drawings and other related documents; and other items
of work as may be required to be carried out for completing the works in accordance
with the drawings and the provisions of the contract and to Insure safety
(C) Other Items [CL.1.1]
Any Other Items as required to fulfill all contractual obligations as per the Bid
10. The following documents also form part of the Contract: [CL.2.3(9)]
As per clause 2-3
11. The law which applies to the Contract is the law of Union of India [CL.3.1]
12. The language of the Contract documents is English [CL.3.1]
13. Limit of subcontracting 25% of the Initial Contract Price [CL.7.1]
14. The Schedule of Other Contractors [CL.8]
15. The Schedule of Key Personnel As per Annex – II to Section I [CL.9]
16. The minimum insurance cover for physical property, injury and death [CL13]
is Rs. 5 lakhs per occurrence with the number of occurrences limited
to four. After each occurrence, the contractor will pay an additional
premium necessary to make insurance valid for four occurrences
17. Site Investigation report [CL.14]
18. The Site Possession dates shall be 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 . 6.53 %
2. Cement – Pc 3.47 %
3. Steel - Ps 0.00 %
4. Bitumen - Pb 0.00 %
6. Plant & Machinery Spares Pp. 2.10 %
7. Other Materials - Pm. 87.90 %
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: Providing Crash Barriers/Railing between Ch.180.438 to 181.800 km i.e
Under Observation reach IP side for public safety and to avoid accidents.
INDEX FOR SPECIAL CONDITIONS
Sr. No Description
1 Accuracy of lines, levels and grades
2 Applicable publications
3 Testing of Materials and Works
4 Safety measures
5 Treatment during Monsoon
6 Inspection Facility
7 Dispute at junction points due to works of different
8 Other Information
9 Land Acquisition
11 Disposal of excavated material
Name of work: Providing Crash Barriers/Railing between Ch.180.438 to 181.800 km i.e
Under Observation reach IP side for public safety and to avoid accidents.
SPECIAL CONDITIONS
1. Accuracy of Lines, Levels and Grades:
The various works shall be done true to line, level and grade. The periodical checking of
these by the Government’s staff shall not absolve the contractor of his responsibility
regarding the accuracy. In case of any deviation or discrepancy in line, level or grade at the
meeting faces, the contractor shall make good the discrepancy at his own cost and without
any extra compensation for the additional works of different contractors, the relative
liability to set right their respective discrepancies shall be fixed by the Engineer whose
decision shall be final and binding on the contractor concerned. The Engineer shall, further,
have the unquestioned right. If need be rectify the discrepancy and recover the costs from
the contractor or contractors according to proportions as he may consider reasonable. If
necessary and demand arise, the department shall be at liberty to release water in canal
and if worked is delayed on this account no claim shall be entertained.
2. Applicable Publications:
Wherever specified or directed, Methods or procedure for execution of different items of
the work shall conform to Indian Standard specifications listed below or its latest editions
unless otherwise specified.
The references of Bureau of Indian Standard specifications are listed below.
i) Excavation : I.S. 2720 : Method of tests for soils.
I.S. 2720 Part- III 1980 : Determination of water contents, dry density
relation, using light compaction.
I.S. 3764-1956 : Safety code for excavation Work.
ii) Masonry and Concrete :
I.S. 269-1989: Specification for O.P.C.
I.S. 383-1999: Specification for coarse and fine aggregates.
I.S. 456-2000: Code of Practice for Plain Concrete.
I.S. 460-1985: Specifications for tests sieves.
3.0 Testing Of Materials and Works:
All materials before being utilized in the work shall be inspected and tested before
approved by the Engineer –in-charge. Any work, on which such materials are used
without prior inspection or without approval or written permission of the Engineer-in-
charge, is liable to be considered as unauthorized, defective and unacceptable.
The day to day and periodical tests to be carried out on materials, mixes and placed
concrete, mortar etc. by the contractor as specified in the relevant chapters / sections /
The contractor shall allow all facilities and co-operation towards collection of samples etc.
Unless otherwise specified, all labors for collecting samples for tests will be supplied by
contractor free of cost to Government. Testing charges will, however, be born by the
Government except in the following cases where testing charges will be borne by the
i) The supply of the samples and the carrying out of such test at contractor’s cost is provided
for or clearly intended in the contract and is carried out either at the site of work or
manufacture at a place specified in the contract documents.
ii) The supply of the samples and the carrying out of such tests is not provided for or clearly
intended in the contract but on testing the materials is found defective and has to be
iii) Any additional tests are to be carried out and above those specified in the technical
specifications.
iv) The test samples which cannot be tested at site field laboratory shall be got tested
laboratory in G.E.R.I., Nadiad/ Vadodara or elsewhere. In all cases samples transportation
charges up to laboratory specified shall be borne by the contractor.
In all other cases, the cost of testing will be borne by the Government. The Contractor shall,
however, supply all materials required to be tested.
An authorized representative of the Contractor shall remain present at the time when the
samples or cores etc. are taken and shall authenticate the facts, if, so required when the
contractor’s agent fail to be presented as aforesaid, the samples or cores etc. taken by the
Engineer in charge or his representative shall be considered to be authentic. The
Contractor will, however, be informed of the details of such samples and cores etc. having
The materials, mixes and cores etc. shall be tested day to day or periodically at places
mentioned in foregoing para and the results given there by shall be considered correct and
authentic by the contractor. The contractor shall be given access to all operations and tests
that may be carried out as aforesaid so that he may satisfy himself regarding the procedure
and methods adopted. It shall be the contractor’s responsibility to produce on the works,
materials and finished items to the standards based on the laboratory designs and tests.
4.0 Safety Measures:
In view of the strategic of all the irrigation and power projects and installations, security
restriction may be imposed by the Engineer as per direction of the necessary authorities
and the contactor shall abided by all such instructions scrupulously. In case a system of
identify card is photos, if necessary and get these duly signed by the Engineer or his duly
authorized representative. The contractor shall keep the Engineer informed regarding all
visitors and obtains proper permits for visits of the works. No unauthorized visitors will be
allowed on works site.
5.0 Treatment during Monsoon:
The works are in progress and during monsoon breaks, it is the responsibilities of the
contractor to preserve and maintain the safe condition of all materials, machinery and tools
and work site from the floods, due to seasonal or unseasonal rains/ cyclone. Any damage to
the work plant material machineries etc. shall be made good by contractor without any
additional claims.
6.0 Inspection Facility:
The contractor for inspection of the work during construction shall maintain a motor able
inspection road in the working period. The contractor shall also provide necessary
temporary inspection facilities for the detailed inspection of the work. These works will be
done at the cost of the contractor.
7.0 Disputes at Junction Point Due to Work of Different Agencies:
In case of dispute arising at the junction points where two or more agencies are working,
decision of the Engineer-in-charge shall be final and binding to the contractor.
8.0 Other General Information:
1. MS Bars of various diameter to be used shall confirm to IS 432 Part - I 1982 (grade-
I) and also be tested in accordance with this IS during execution of work as and
when necessary.
2. Weight of materials to be used in cement concrete shall only be measured by weigh
batchers. In no case Measurement by volume shall be permitted in various grade of
concrete works as per conversion and calibration from weight to volume in
presence of Department S.O.
9.0 Land Acquisition:
Land is available. Suitable time limit shall be extended for non-handing over of land in case
of any consequences. However contractor shall not claim for idle charges of machinery and
establishment. Suitable planning to execute structures initially where clear land is available
shall be made. No claim in respect of non-possession of land or such type of hindrances
shall be entertained.
10.0 Dewatering:
Any dewatering that is required in any circumstances during the construction shall be done
as directed by the Engineer-in-charge for which no extra payment shall be made.
11.0 Disposal of Excavated materials:
After sorting out of useful materials, the rest of materials which is declared not useful shall
be disposed off by the contractor by arranging own dumping area for which no extra
payment shall be made.
Name of work: Providing Crash Barriers/Railing between Ch.180.438 to 181.800 km i.e.
Under Observation reach IP side for public safety and to avoid accidents.
-: INDEX FOR GENERAL TECHNICAL SPECIFICATIONS: -
Sr. No. Description Page
2.3 Sand (Fine Aggregate)
2.4 Coarse Aggregate.
2.5 Other materials.
3 Excavation for foundation
4 Cement Concrete
GENERAL TECHNICAL SPECIFICATIONS
(1) The Work in general shall be carried out in workmen like manner as well as to the correct
section gradient as per drawing and to the entire satisfaction of the Engineer or his
authorized representative.
(2) 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.
(3) The Contractor shall make arrangements for proper steps or ladders for inspection of
(4) The Contractor shall use Conventional batcher/mixer, and wooden boxes of 0.0342 C.M.
capacity for the purpose of measuring proportion of cement, sand, aggregates etc. (1 bag of
cement = 0.0342 C.M.) for volumetric concrete.
(5) The Contractor shall provide necessary road diversion etc. during the execution of work
wherever necessary and maintain the same till the completion of work to avoid accidents
(6) Necessary night lamps and danger marks shall be provided by the Contractor to avoid
(7) The Contractor shall make his own arrangements for providing labour and miscellaneous
materials such as nails, pegs, coir string, forms template etc. for the purpose of leveling
necessary for giving the alignment and checking of work etc.
(8) The Contractor shall provide a store near the site of work for the materials like cement
steel etc. with locking arrangements.
(9) The work order book shall be maintained on site of work and the Contractor shall sign the
orders given by the officers or his agents and shall have to carry out the instructions
(10) The Contractor shall engage and authorize agent having full authority and also
experienced qualified technical person capable of managing and executing the work and
the shall carryout the work as per the instruction given by the supervisory staff of the
Department from time to time. He shall clearly and distinctly understand that the contract
and specifications are intended to be rigidly enforced. No relaxation on the ground of
custom prevailing shall be allowed.
(11) Extra charges for claim in respect of extra work shall not be allowed, unless the work to
which they relate, are clearly beyond the spirit and meaning of the specification and such
works are ordered in writing by the Executive Engineer, and claimed in the qualified
manner before the work is taken up on hand.
(12) The work shall be carried out as per the specifications written specially for the items of
work and in case of conflict in the specifications, the work shall be carried out as per
specification given in P.W.D. Hand-book Volume –I and II with its latest version.
(13) Medical facilities shall be provided by the Contractor 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 workmen compensation shall be binding to
the contractor and he shall undergo all procedures laid therein.
(14) The Contractor or his authorized agents should sign field-books, etc. in token of acceptance
for the purpose of work calculation prior to starting the work. No dispute in regards of
acceptance of levels shall entertained in later stages after starting of the work.
(15) The earthwork and concrete shall be carried out after making necessary profiles as per
required sections.
(16) The Contractor shall provide labours for taking measurements and levels of work etc.
whenever necessary.
(17) The Contractor shall also fix permanent benchmarks on concrete blocks embedded firmly
in ground near outer toe of banks. And shall be responsible for their maintenance during
the progress of work.
(18) In case of any discrepancy in items and specifications of the work, the description of the
items given in the Schedule “B” shall have precedence over those in specifications and
(19) All the items mentioned above shall be carried out by the Contractor at his own cost and for
this no payments whatsoever shall be made by the Department.
2.1.1 The water used shall be potable clean and free from objectionable quantities of silt, organic
matters, alkali, salts and other injurious materials, should confirm to I.S. 456-2000 or its
latest version.
2.2. Cement (OPC):
2.2.1 Only ordinary Portland cement of grade 53 shall be used confirm to I.S. 12269 – latest
edition for the entire work under the tender in all respects. The contractor shall have to
make his own arrangement to procure the cement bearing I.S.I. mark directly from the
major cement manufacturing plant. The contractor shall arrange to cart, load and unload
the same to the site of work at his own cost. For verification of such purchase, the
contractor shall have to produce all the bills, along with testing result to the Engineer-in-
The cement brought at the site by the contractor shall be tested by the department to check
its conformity to IS:-12269.
The testing charges shall have to be borne by the contractor and samples for testing shall
be sent to the Government Laboratory or Govt. approved laboratory by the contractor.
Testing charges shall be paid by the department initially and the same shall be recovered
from R.A.Bill/ Final bill.
2.2.2 The cement not satisfying the criteria as per I.S. 12269 for grade 53 shall be rejected and
contractor shall have to remove it from site immediately. Testing charges shall be
recovered from the bills of contractor for bringing such unacceptable material.
The testing criteria are shown as below.
CEMENT OF VARIOUS TYPES & GRADES to be tested as per
Sr. Particulars of Frequency Equipments Acceptance Purpose of testing
No. Tests criteria
1 Consistency Upto 50 T. - 1 Vicat apparatus About 30 Determines mixing
IS:4031- (Part- with percent water requirements
4) -1988 for subsequent tests
100-200 T- 3 plunger 10 mm dia
and minimum water
(G- type), triple requirement for
beam Balance hydration of cement
IS: 4031 (Part-
a) Initial setting Each sample or Vicat apparatus Not less than Placement
time as required with needle 1 mm 30 minutes compaction is to be
sq. (C- Type) completed within
b) Final setting Vicat apparatus Not more than Final setting time
time with annular 600 minutes limit indicated
attachment hardening and gain in
3 Compressive Each sample or Cube mould (7.07 As mentioned Higher strength
strength as required cm) 50 cm2 face below indicates
sample1 area, baby vibrator, acceptability
IS: 4031 (Part-
compression testing
machine curing tank
TABLE -2: CEMENT (O.P.C.-53 Grade)
Sr. Particulars of Tests Acceptance criteria Purpose of testing
strength (Min.)
3 days 27 To check compressive strength of cement.
2.2.3 Large stocks of cement shall not be kept at the works but only sufficient quantities shall be
kept to ensure continuity of the work. The contractor shall have to provide and maintain
efficiently water proof storage sheds for cement on the site of work. It shall be stacked on
the platform 12 inches (30 cm) above the floor level and cement shall be covered with
tarpaulin or any other impervious materials for covering in order to protect the cement
bags from moisture.
2.2.4 The cement bags shall be neatly stacked in order so as to easy access and count.
Deteriorated cement shall not be allowed for use.
2.2.5 A regular day to day account of cement received and used on the work together with the
particulars of the work and quantity of the work in which it was used, shall be maintained
separately by the responsible representative of the department and shall be signed at the
end of the day’s work, both by the departmental representative as well as the contractor
after proper verification. The accounting shall be shown to the inspecting officer when
2.2.6 The contractor shall provide a double locking arrangement for the store and the key of one
lock will remain with the engineer-in-charge of the work or his authorized agent.
2.2.7 The contractor shall provide at the site of work satisfactory storage for not less than
month’s average consumption of cement on work and shall keep the cement store in a
manner which will satisfy the engineer in charge.
2.2.8 The arrangements of storage and utilization of cement shall be such that to ensure the
utilization of cement in the order of its arrival at the stores, the contractor shall maintain
satisfactory up to date records which would at any time show the dates of receipts and
proposed utilization of cement lying in the stores at site.
2.2.9 The Engineer shall, at all times, have access to the stores and site of the contractor and shall
have authority to check and examine the method of storage, records, accounting and
security provided by the contractor. The contractor shall comply with the instruction to
Satisfy that the cement is used for the purpose for which it is stored. The contractor shall
further, at all times satisfy the Engineer on demand by the production of records of books
of submission of return and preformed or by other proofs that may be demanded that the
cement brought, being used for the purpose for which it is brought and contractor shall at
all times keep his records up to date to enable Engineer to apply such check as he may
desire to impose.
2.2.10 The Engineer or his authorized agents shall have the authority to verify the stock and check
on the consumption in any manner.
Natural sand from river bed should be used only after screening.
2.3.1 Detailed gradation chart for sand at different locations in the river bed can be seen in the
office of the engineer-in-charge of the project. It may be pointed out that all the sand will
not be available in natural conditions (above or below water level) and may require
screening and/or blending (without any extra claim) to meet with the specifications. The
contractor may, however, consider the alternative of bringing sand from outside source
which may meet with the specifications without any extra cost to department with
permission of the Engineer-in-charge.
The sand shall consist of hard, dense, durable, uncoated siliceous, gritty materials, iron,
rock fragments, etc, It shall be free from injurious amount of dust, lumps, soft and flaky
particles, shale, organic matter, loam, mica and other deleterious substances. The
maximum percentage of each of deleterious substance in sand as delivered to the mixes
shall not exceed the following values as per I.S:- 383-1970;
Material Passing 4.75 mm I.S.Sieve 5% by weight
Clay lumps 1% by weight
Cylinders and clinkers 0.5% by weight
Mica 2% by weight
Total of deleterious substances such as alkali, mica, coal, organic particles, soft and flaky
particles, loam etc. shall not exceed 5% by weight. The silt content shall not exceed 3% as
per IS 383-1970.
2.3.3 The sand shall be free from injurious amounts of organic impurities and sand producing a
color darker than the standard calorimetric test for organic impurities shall be rejected.
The sand shall be well graded and F.M. shall be within the range specified below. Gradation
of sand and coarse aggregates should be carried out frequently during execution of work as
directed by Engineer-in-charge and same shall be confirmed with gradation of the
approved mix design.
2.3.5 Fineness Modulus:
The sand shall have a fineness modulus ranging between 2.1 and 3.2 subject to the same
being well graded. The modulus shall be computed by adding cumulative percentage of
sand retained on the standard screens from 4.75 mm, 2.36 mm 1.18 mm,
micron of the specifications and dividing the sum by 100. Any deviations from the specified
range of fineness modulus shall not be permitted without the written permission of the
engineer-in-charge. The percentage of passing in different zones mentioned below:
IS Sieve Designation Percent Passing For
Grading Zone I Grading Zone II Grading Zone III Grading Zone IV
Note: Sand falling in zone IV will not be allowed for Concrete work.
Fine aggregate (sand)
Sample - 20 kg.
Sr. Particulars of Frequency Equipment Acceptance Purpose of testing
No. Tests criteria
1 Gradation 1/150 m3 or Fine sieve set of As per relevant Poor gradation &
Fineness as per 4.75, 2.36, 1.18 specification lower F.M. give
modulus requirement mm,& 600, provision and low strength
IS:2386- looking to the demand more
of the 300,150,75micron,
(Part-1) purpose of the water for mixing.
relevant balance
Plaster IS:1542-
2 Specific 2/Season Pycnometer, oven As per relevant Lower specific
gravity & two pan balance specification & gravity & higher
absorption design water absorption
IS:2386- decrease urability
(Part-3) & density &
3 Silt content 1/150m3 75 micron sieve, Not more than 3 Higher silt
IS:2386- balance, oven % or the relevant content reduces
(Part-3) specification's strength,
1963 provision increases water
The maximum weight to be retained at the completion of sieving as under:
IS Sieve Maximum Weight for 20 cm dia.
2.4. Coarse Aggregates:
2.4.1 The coarse aggregate for concrete shall consist of black trap crushed metal. The coarse
aggregate shall be graded of crushed metal. They shall be hard, strong, dense, durable,
clear and free from veins and adherent coating; and free from injurious amounts
substances. As far as possible, flaky, scoriaceous (Cellular lava fragments) and elongated
pieces should be avoided.
The percentage of deleterious substances in any size of coarse aggregate as delivered to the
mixer shall not exceed the following values. It should be as per IS
Materials passing No. 100 screen
Shale 1% by weight
Coal 1% by weight
Soft fragments 1% by weight
Other deleterious substance 1% by weight
Clay lumps 1% by weight
2.4.2 The sum of the percentage of all the deleterious substances in any size shall, however, not
exceed 5 percent by weight. The coarse aggregate shall satisfy the abrasion, soundness,
impact, hardness and water absorption tests etc. carried out as per IS:2386-1963 & IS:383
Coarse- Aggregate (Metal, gravel etc.)
Sr. Particulars of Frequency Equipment Acceptance criteria Purpose of
No. Tests testing
1 Gradation 1/150 m3 for Set of coarse As per relevant Gradation
IS:2386- (Part- concrete or as sieves specifications governs the
per provision bulk density
specification and void
2 Specific gravity 2/Season Wire basket, As per relevant Higher the
& water two pan specifications' specific gravity,
absorption balance, provision Sp.gravity higher the
IS:2386- (Part- oven generally 2.5 to 3.0 density and
3) 1963 and water absorption greater the
1 to 1.5 % durability.
3 Flakiness & As per Balance, As per design Flaky material
elongation specification length gauge, needs more
indices IS:2386 sieves sand, water &
(Part-1) 1963 cement for
i) Coarse aggregate of such size shall be retained on mesh 4.75 mm square.
ii) The gradation shall give a dense concrete of the specified strength and
consistency that will work readily into position without segregation and
without the use of excessive water content.
iii) The actual gradation shall be as indicated by the project laboratory studies.
iv) The materials coming out of the screen shall be in the grade ranging form 40 mm to
4.75 mm as mentioned above. Each grade of material shall be stacked separately.
The stack shall be considered as approved only if it confirms the following criteria.
1) The material retained on sieve corresponding to the upper limit of size of stack not
2) Materials passing through the sieve corresponding of the lower limit of size of stack
not exceeding 15%
3) The sum of (1) and (2) above does not exceed 20%.
The details of percentage passing from various sieves are mentioned below:
PERCENTAGE PASSING FOR SINGLE SIZE PERCENTAGE PASSING FOR
AGGREGATE OF NOMINAL SIZE GRADED AGGREGATE OF
Designation MM MM MM MM MM MM MM MM MM
The maximum weight for sampling is mentioned below:
MAXIMUM SIZE PRESENT IN MAXIMUM WEIGHT OF SAMPLE
SUBSTANTIAL PROPORTIONS DESPATCHED FOR TESTING
The maximum weight to be retained at the completion of sieving as under:
COARSE AGGREGATE
IS Sieve Maximum Weight for
45 cm dia. sieve kg. 30 cm dia. sieve
The size of coarse aggregate for mass concrete is mentioned below:
CLASS AND SIZE IS SIEVE DESINGNATION PERCENTAGE PASSING
Very large, 150 to 80 mm 160 mm 90 to
Large, 80 to 40 mm 80 mm 90 to
Medium, 40 to 20 mm 40 mm 90 to
Small, 20 to 4.75 mm 20 mm 90 to
Note: - As there is no IS sieve having aperture larger than 100 mm a perforated plate
complying with IS:2045-1963 and having a square aperture of 160 mm may be used
2.5.0 OTHER MATERIALS: -
If the contractor desires to obtain the materials from the department if available, he may
request Engineer-in-charge in writing. Depending upon the materials as may be available
and can be spared as per terms in force, the Engineer-in-charge may approve the
Contractor’s request. The contractor shall have to pay the payment comprising of the cost
of materials, storage charge and supervision charges etc. for such materials. Material will
be issued at Government stores. The machinery, if available with the department shall be
spared to the contractor on rental basis as per prevailing rules in force.
3. Excavation for canal / structures:
3.1. Cleaning the site:
The site on which the work is to be carried out shall be cleaned and all obstructions, loose,
materials and rubbish of all kind, bush, woods and tress shall be removed as directed. The
material so obtained shall be the property of the Government and be conveyed and stacked
as directed. The roots of trees coming in the sides shall be cut and coated with a hot
asphalt. The rate of site clearance is deemed to be included in the rate of excavation for
which no extra cost shall be paid.
3.2 Setting out:
After clearing the site the center lines will be given by the Engineer-in-charge. The
contractor shall ensure full responsibility for alignment, elevation and dimension of each
and all parts of the work. Contractor shall supply labours, materials etc. required for setting
out the reference marks and bench marks and shall maintain them as long as required and
(a) The excavation for canal / foundation in all sorts of soil, sand, gravel, soft and hard
murrum shall be done according to the dimensions and grades shown on the drawings.
(b) All areas to be excavated for canal section shall be prewetted so that at the time of
excavation moisture content shall be about optimum. However in case the excavated
material from canal is not to be used for embankment, such per wetting need not be
(c) The contractor shall not be entitled to any additional rate above the rates quoted in the
schedule-b on account of the requirement for allowing additional time for drying
stockpiling and rehandeling the excavated material which have been deposited
temporarily and stockpiled.
3.4 Conveyance and disposal of excavated materials
(a) The usable excavated material available from the canal excavation shall be used from
the farthest as directed by the engineer-in-charge in the canal embankment by
conveying the same with all leads without any extra cost.
(b) The contractor is required to make his own assessment regarding the available usable
materials from the excavation and the leads involved. The contractor is advised to
carefully assess the rates considering any hindrance due to road and railway crossing,
telephone line, electrical line and ONGC line and then quote. due to this hindrance no
extra payment shall be made for the conveyance of material.
(c) All suitable material removed from excavation and in excess of the requirement of
canal embankment shall be used in the construction of approaches to the road
bridges, dykes, embankments, selected bedding materials and backfill around
structures for which no extra payment shall be made. Remaining material from the
excavation shall be used as approved location as directed by the engineer-in-charge
within a lead as specified in the item. As far as possible the excavated stuff will be
deposited in low-lying area. when engineer-in-charge give in writing then only spoil
bank shall be constructed. A gap of 10 m shall be provided at every 150 m interval.
Spoil banks shall not be allowed within 30 m on either side of the structure along the
canal. The maximum height of spoil bank shall be restricted to 3.0m with side slopes
2:1 as and where directed by the engineer-in-charge. To facilitate the abutting of the
spoil material, the contractor shall have to construct the canal banks well in advance so
as to match with the canal excavation and spoiling of the stuff as indicated above.
Finished section shall have a neat and smooth profile as per designed section over cuts and
under cuts shall not exceed 2.5 cm. except soft and hard rock. For soft rock and hard rock
over cut beyond specified pay line of excavation carried out by the contractor for any
purpose or reasons unless at the specified direction of Engineer-in-charge shall be at
expenses of contractor. Refilling if require of such unauthorized excavation with concrete
masonry or other suitable materials as may be directed by the Engineer-in-charge shall also
be done by the contractor at his own expenses.
Any silting in the excavation partly or fully completed occurs due to any reason including
rains, the silt so accumulated shall be removed till the work is completed and accepted by
Department as directed by Engineer-in-Charge. No extra payment shall be made to
contractor for desilting or slush clearance.
The canal/foundation section is to be excavated with grades and side slopes as indicated on
drawings. Pay line for excavation in soil and murrum above shall be determined as per
detail. Payment for excavation will be strictly as per design section or for the section as
directed by the engineer-in-charge. No payment shall be made for excavation done beyond
the pay lines shown on drawings and defined as above.
3.8 Excavation of Structure:
The foundation levels shown on the plans accompanying the tenders are tentative and the
actual levels shall be decided by the Engineer-In-Charge on the basis of actual site
conditions revealed after opening of the foundation.
3.9 Over excavation:
Over excavation shall not be done beyond the defined pay line. If any such over excavation
is done, the same shall be filled back with suitable soil and properly compacted or concrete
filled as required or as directed by the Engineer-In-Charge. No extra claim for such over
excavation, filling and compaction of concrete / soil be entertained.
The usable material removed from the excavation for structures properly stacked and shall
be used for backfill in trenches – opening and embankment, otherwise it shall be disposed
off as directed by the Engineer-In-Charge. No extra payment shall be made for back filling
only back filling done with the material brought other than excavated shall be paid under
3.10 Dewatering:
The item also includes the dewatering and diversion of flow of dewatered water to safe
distance away from the site of work. Any diversion work that is required in any
circumstance for foundation excavation also for keeping the canal foundation free from
water the cost for same is included under this item and no extra payment shall be made to
the contractor.
3.11 Disposal of Excavated Material: -
After sorting of useful materials is done, the rest of the materials, which is declared, not
useful shall be disposed off in areas as directed with all leads and lifts.
No material shall be disposed off where it will distract the appearance with the accessibility
of the completed structure. Waste piles shall be leveled and trimmed, to reasonably regular
lines and all the work shall be done with reasonable neatness. Excavated material shall not
be carelessly thrown over the entire premises of work. The directives of Engineer – in –
Charge shall be binding in respect of location of disposing the waste materials. Excavated
stuff shall be disposed off with all lead by arranging own dumping area.
If for the convenience of the contractor and at the permission of the Engineer – in – charge
part or whole of useful materials stock piled at site is washed away due to flood s or any
other reasons, the contractor shall make good for the credit which the Government could
have derived from the use of this material had the material been not so washed away.
3.12 Measurement and Payment
Except or otherwise provided in these specifications, material excavated will be measured
for excavation to the lines shown on the drawings or as provided in these specifications,
and all materials required to be excavated will be paid for at the applicable rates. No
additional allowance above the rates quoted in the schedule-B shall be made on account of
any of the material being moist, wet or slushy. Bidders and the contractors must assume all
responsibility for deductions and conclusions as to the nature of the materials to be
excavated and the difficulties of making and maintaining the required excavations all
Decision of engineer-in-Charge regarding classification of strata and levels, will be final and
binding to the contractor.
4.0 CONCRETE WORK:
4.1. Fine aggregate shall be clean, hard, coarse, and sand. It shall free from dust and such other
substances. The sand be got approved by the Engineer-In-charge.
4.2. Following shall be maximum nominal size of machine crushed coarse aggregate for the
different items of work.
Sr. No. Details of work Maximum nominal Type of Ingredients
aggregate in mm
1 CC foundation wall 10
metal or Kapchi
4.3 All materials shall be stored as to prevent their deterioration or intrusion of their quality
and fitness for the work. Any material, which has deteriorated or has been damaged or is
otherwise considered defective by the Engineer-In-charge, shall not be used in the works.
4.4 Cement shall be stored above the ground level in perfectly dry and watertight sheds.
Wherever bulk storage containers are used, their capacity should be sufficient to cater to
the requirements at site and should be cleaned at least once every 3 to 4 months. The
aggregate shall be stored in such a way as to prevent admixture of foreign materials.
Different size of fine or coarse aggregate shall be stored in separate stockpiles sufficiently
away from the each other to prevent inter mixing the materials.
4.5 The water for mixing shall be potable water to satisfaction of the Engineer-In-charge. The
quality of water shall be just sufficient to produce dense concrete of required workability
4.6 For all work concrete shall be mixed in a mechanical mixer which along with other
accessories shall be kept in first class working condition and as maintained throughout the
construction. Mixing shall be continued till materials are uniformly distributed and uniform
colour of the entire mass is obtained and each individual particle of the coarse aggregate
shown complete coating of mortar containing in proportionate amount of cement. In no
case shall the mixing be done for less than 2 minutes after all ingredients have been put to
4.7 When hand mixing is permitted by the Engineer-In charge for small jobs or for certain
other reasons. It shall be done on a smooth watertight platform large enough to allow
efficient furling over of the ingredients of concrete before and after adding water. Mixing
platform shall be so arranged that no foreign material shall get mixed with concrete nor
does the mixing water flow out. Cement in required number of bags shall be placed in a
uniform layer on top of the measured quantity of fine and coarse aggregate, which shall
also be spreading in a layer of uniform thickness on the mixing platform. Dry coarse and
fine aggregate and cement shall then be mixed thoroughly by turning over to get a mixture
of uniform colour. Enough water shall then be added gradually and entire mass turned over
till a mix of required consistency is obtained. In hand mixing quantity of cement shall be
increased by 10 percent above that specified.
4.8 Mixer, which has been out of use for more than 30 minutes, shall be thoroughly cleaned
before putting in a new batch. Unless otherwise agreed to be the Engineer-In-charge, the
first batch of concrete from the mixer shall contain only two thirds of normal quality of
coarse aggregate. Mixing plant shall be thoroughly cleaned before changing from one type
of cement to another.
4.9 The method for transporting and placing concrete shall be approved by the Engineer-In-
charge. Concrete shall be so transported and placed that no contamination, segregation or
loss of its constituent material takes places. All form work and reinforcement contained in
it shall be cleaned and made free from standing water, dust snow or ice immediately before
placing of concrete. No concrete shall be placed in any part of the structure until the
approval of the Engineer-In-charge has been obtained.
4.10 If concreting is not started within 24 hours of the approval being given, it shall have to be
obtained again from the Engineer-In-charge. Concreting being given, it shall proceed
continuously over the area between construction joints. Fresh concrete shall not be placed
against concrete, which has been in position for more than 30 minutes unless a proper
construction joint is formed. Concrete shall be compacted in its final position within
minutes of its discharge from the mixer unless carried in properly design agitators
operating continuously. When this time shall be within 2 hours of the addition of cement to
the mix and within 30 minutes of its discharge from the agitator. Except where otherwise
agreed to be the Engineer-In-charge, concrete shall be deposited in horizontal layers to a
compacted depth of not more than 0.45 meter when internal vibrators are used and not
exceeding 0.30 meter in all other cases.
4.11 Unless otherwise agreed to by the Engineer-In-charge concrete shall not be dropped in to
place from a height exceeding 2 meters. When trunking or chutes are used they shall be
kept clean and used in such a way as to avoid segregation. When concreting has to be
resumed on a surface which has hardened, it shall be roughened, swept, clean, thoroughly
wetted and covered with a 13 mm thick layer of mortar composed of cement and sand in
the same ratio as in the concrete mix itself. This 13-mm layer or mortar shall be freshly
mixed and placed immediately before placing new concrete. Where concrete has not fully
hardened, all Latinate shall be removed by scrubbing the well surface with wire or bristle
brushes, care being taken to avoid dislodgment of any particles of coarse aggregate. The
surface shall then be thoroughly wetted, all free water removed and then coated with neat
cement grout. The first layer of concrete to be placed on this surface shall not exceed
mm in thickness, and shall be well rammed against old work particular attention being
given to corners and close sports.
4.12 All concrete shall be compacted to produce a dense homogeneous mass with the assistance
of vibrators. Unless otherwise permitted by the Engineer-In-charge for exceptional cases,
such as concreting under water, where vibrators cannot be used. Sufficient vibrators in
serviceable condition shall be kept at site so that spare equipment is always available in the
event of break down.
4.13 Immediately after compaction, concrete shall on protected against harmful effects of
weather, including rain, running water, shocks vibration, traffic, rapid temperature
changes, frost and driving out process. It shall be covered with wet sacking, hessian or
other similar absorbent material approved by the Engineer-In-charge soon after the initial
set, and shall be kept continuously wet for a period of not less than 14 days from the date of
placement. Masonry work over the foundation concrete may be started after 48 hours of
it’s laying but the curing of concrete shall be continued for a minimum period of 14 days.
4.14 Formwork shall include all temporary or permanent forms required for forming the
concrete together with all temporary construction required for their support. Formwork
shall however be divided in to following two distinct categories.
1. Shuttering i.e. form work required for forming the concrete.
2. Scaffolding i.e. form work required for supporting shuttering.
Forms for shuttering shall be constructed only in metal suitably lined. Forms for scaffolding
shall be constructed of metal or timber. Both shuttering and scaffolding shall be or
substantial rigid construction and shuttering shall be true to shape and dimensions shown
on the drawings. All bolts and rivets shall be counter sunk and well ground to provide a
smooth plane surface.
4.15 Forms shall be mortar tight and shall be made sufficiently rigid by the used of ties and
bracing to prevent any displacement or sagging between supports. It shall be strong
enough to withstand all pressure; ramming and vibration without defection from prescribe
lines occurring during and after placing the concrete. Screw jacks or hard wood wedges
where required shall be provided to make use any settlement in the formwork either
before or during the placing concretes. Suitable camber shall be provided in horizontal
members of structure, especially in long spans to counter the effects of any fixed as to
provide for such camber. Forms shall be as constructed as to be removable in sections in
the desired sequence, without damaging the surface of concrete or disturbing other
sections. Unless otherwise specified or directed chambers of fillets of size 25 mm x 25 mm
shall be provided at all angles of for work to avoid sharp corners.
4.16 The inside surfaces of shuttering shall except in the case of permanent formwork or where
otherwise agreed to by the Engineer-In-charge, be coated with an approved material to
prevent adhesion of concrete to the formwork. Release agents shall be applied strictly in
accordance with the manufacturer’s instructions and shall not be allowed to come in to
contact with any reinforcement or prestressing tendons and anchorages. Different release
agents shall not be used in formwork for concrete, which will be visible in the finished
4.17 Special measure shall be taken to ensure that the formwork does not hinder the shrinkage
of concrete because without these cracking could occur before the formwork is removed.
Wherever applicable arrangements must be made to ensure that the formwork does not
restrain the shortening and hogging of the beams or slabs during tensioning of the tendons.
The formwork should take due account of the calculated amount of positive or negative
camber as to ensure the correct final shape of the structures having regard to the
deformation of a false work, scaffolding or propping and the instantaneous or deferred
deformation due to various causes affecting prestressed structures. Where there reentrant
angles in the concrete sections the formwork should be removed at those sections as soon
as possible after the concrete has set in order to avoid breaking due to shrinkage of
concrete. Formwork shall be tight enough to prevent any appreciable loss of cement during
vibrations, suitable tolerances should be provided in the formwork. Immediately before
concreting all forms shall be thoroughly cleaned. Contractor shall give the Engineer-In-
charge due notice before placing any concrete in the forms to permit him to inspect and
accept the false work and forms as to their strength alignment and general fitness but such
inspection shall not relieve the contractor or his responsibility for safety of men,
machinery, materials and for results obtained.
4.18 The Engineer-In charge shall be informed in advance be the contractor of his intention to
strike any formwork. While fixing the time for removal of formwork, due consideration
shall be given to local conditions, character of the structure, the weather and other
conditions that influence the setting of concrete and of the materials used in the mix.
Where field operations are controlled by the strength tests of concrete, the removal of the
lead supporting of soffit form may commence when concrete has attained strength props
including effect of any further addition of leads. When field operations are not controlled
by strength tests of concrete vertical forms of beams, columns and walls may be removed
after 2 days. The props of slabs and beams may be removed after 14 and 21 days
respectively. All formwork shall be removed without causing any damage to the concrete.
Centering shall be gradually and uniformly lowered in such a manner as to permit the
concrete to taken stresses due to its own weight uniformly and gradually. Where internal
metal ties are permitted, they or their removable parts shall be extracted without causing
any damage to the concrete and remaining holes filled with mortar. No permanently
embedded metal part shall have less than 25-mm cover to the finished concrete surface.
Where it is intended to refuse the formwork, it shall be cleaned and made good to the
satisfaction of the Engineer-In-charge.
4.19 Immediately after the removal of forms, all exposed bars or bolts passing through the
cement concrete member to a depth of at least 25-mm below the surface of the concrete
and the resulting holes be filled by cement mortar. All fins caused by form joints, all cavities
produced by the removal of form ties and all other holes and depressions, honeycomb
spots, broken edges or corners and other defects, shall be thoroughly cleaned saturated
with water and carefully pointed and rendered true with mortar of cement and fine
aggregate mixed in the proportions sued in the grade of concrete that is being finished and
of as dry as consistency as is possible to use. Considerable pressure shall be applied in
filling and pointing to ensure through filling all voids, surfaces that have been pointed, shall
be kept moist for a period of 24 hours. If rock protect/hunney combs, in the opinion of the
Engineer-In-charge are of such an extent or character as to affect strength of the structures
materials portions of the structure affected or to endanger the life of the steel
reinforcement. He may declare the concrete defective and required the removal and
replacement of portions of the structures affected.
4.20 Frequency of testing. As per IS: 456
Qty. of concrete Nos. of sample. Remarks.
1 -5 1 1. At least one sample shall be
taken from each shift.
2. Each sample consist of three
16-30 3 test specimen for testing at
31-50 4 days. Additional cubes may be
required for various purpose such
4 + One more as to determine strength of
additional sample for concrete at7 days or at the time of
each additional 50 striking out of form work or to
Cum. or part thereof. determine the duration of curing
or to check the testing of error.
Testing 5 Nos. of test cubes shall be casted in moulds of 15 cm x
15 cm x 15 cm and tested 7 days and 28 days. The test
strength of the samples shall be the average of the
strength of three specimens. The compressive strength
of 15 cm. cubes at field at 7 days and 28 days shall be as
No. of concrete Required strength at field
at 7 days kg/cm2 at 28 days kg/cm2
4.21 The average strength of groups of cubes cast for each day shall not be less than the
specified works cubes strength, 20% of the cube cast for each day may have values less
than the specified strength provided the lowest value is not less than 85% of the specified
4.22 All necessary labour, materials, equipments etc. for sampling, preparing test cubes, curing
etc. shall be provided by the contractor. Testing of the materials and concrete may be
arranged by the Engineer-In-charge in an approved laboratory at the cost of the contractor.
4.23 The payment will be made on Cmt. basis of the finished work.
4.24 The unit rate for concrete shall include the cost of all materials, labour, tools and plant
required for mixing, placing in position, vibrating and compacting finishing as per
directions of the engineer-In-charge curing and all other incidental expenses for producing
concrete of specified strength to complete in structure or its components as shown on the
drawings and according to these specification. The rate shall also include the cost of
making/fixing and removing of all centers and forms required for the work.
The cement level for various grade of concrete shall be considered as under for the purpose
of working out the rates to be quoted in schedule-B.
For Various Grades of Concrete Ordinary Concrete by Volumetric Proportion shall be as per
Sr. No Grade of Cement Coarse Maximum Location Proportion
concrete level in aggregate size of and on
kg /M 3 coarse remarks. Volumetric
aggregate. Bases
1 M-15 300 Kg Foundation
For M-15 grade of concrete volumetric base 1:2:4 cement, sand & coarse aggregate may be
allowed by Engineer-in-charge. As per report as site condition.
In case of higher cement level of mix design as shown in the table no any extra
payment of cement shall be given but in case of lower cement level necessary
recovery of difference shall be made from the contractor.
Name of work: Providing Crash Barriers/Railing between Ch.180.438 to 181.800 km i.e.
Under Observation reach IP side for public safety and to avoid accidents.
-: ITEM WISE SPECIFICATIONS: -
Sr. No. Description
1 Excavation for foundation in soil
Providing & Laying in position "NOMINAL
MIX" cement concrete grade of M-15 (1:2:4)
Providing and erecting a "W" metal beam
ITEM WISE SPECIFICATIONS
Item No.1.Excavation of canal in all sorts of soil including soft and hard murrum
including depositing the excavated stuff in uniform layers in canal banks or as
and where directed etc. complete in varying lead up to 500 m and with all
lifts.( By Machinery) (canal having capacity beyond 300 cusec)Excluding
Any soil which generally be fields to the specification of pickaxes and shovels,
phawarahs rakes or any such ordinary excavating implement or organic soil, gravel,
silt sand, turn loam, neat etc. falls under this category.
2.0 CLEARING THE SITES:-
2.1. The site on which the structure is to be built shall be cleared and all obstruction,
loose stones materials and rubbish of all kind, bush, wood and trees shall be
removed as directed. The materials so obtained shall property of the Govt. and be
conveyed and stacked as directed up to all lead. The roots of the trees coming in the
sides shall be cut and coated with asphalt.
2.2. The rate of site clearance is deemed to be flushed in the rate of earthwork for which
no extra payment.
3.0 SETTING OUT:-
All clearing the site, the canal line will be given by the Engineer. The contractor shall
be dime full responsibility for alignment. Elevation and dimension of each and all
ports of the work contractor shall supply labours, material etc. required for setting
out the reference marks and bench marks and shall maintain them as required and
4.0 EXCAVATION :-
The excavation in foundation shall be carried out in true line and level and shall
have the width and depth as shown in the drawing or as direction. The contractor
shall have necessary shoring and shuttering facilities for providing necessary slopes
to safe angle at his own cost. The payment for such precautionary measures shall be
paid separately if not specified. The bottom of the excavated area shall be leveled
both longitudinal and transversally as directed by removing and watering as
required. No earth filling will be allowed for bringing it to level. If by mistake or any
other reasons excavation in made deeper or width that shown on the plan or
directed the extra depth or width shall be made up with concrete at the cost of the
contractor. The excavation up to 3.0 M depth shall be measured under this item.
5.0 DISPOSAL OF THE EXVCAVATED STUFF:-
5.1 The excavated stuff or the selected type shall be used in filling the trenches and
plinth or leveling the ground in layers including ramming watering etc.
5.2 The balance of the excavated quantity shall be removed by the contractor from the
site of work to a place as directed with lead and lift up to 3.0.
6.0 MODE OF MEASUREMENT AND PAYMENT:-
6.1 The measurement of excavation in trenches for foundation shall be made according
to the section of trenches shown on the drawings or as per direction given by the
Engineer-in-charge. No payment shall be made for surplus excavation made in
excess of above requirement or due to slopping back and found necessary on
account of conditions of soil and requirements of safety. Measurement shall be made
on L X B X D Basis.
6.2 The rates shall be for a unit of one cubic metre.
Decision of engineer-in-Charge regarding classification of strata and levels,
will be final and binding to the contractor.
Item No.2: Providing & Laying in position "NOMINAL MIX" cement concrete using cement,
sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl.
necessary formworks centering, scaffolding, compaction by vibrator, curing as
directed with all lead & lift etc complete Without Dewatering and excluding
cost of steel reinforcement.( c ) C.C.Nominal Mix,M-15 and MSA 20 mm
1. The general technical specifications prescribed in Para – 2 ‘materials’ and para
-5 ‘Cement Concrete’ under section-IV shall apply.
2. (a) The work also includes, providing and laying ordinary Portland cement
concrete to proper line and levels, dimensions shown in the drawing or as
directed by the Engineer-in-Charge of the work.
(b) Providing all labors, material, tools and plants and other items required for
proper Completion of the work.
(c) Erecting and removing scaffolding and formwork, ladders, plants and
machineries if required.
(d) All Dewatering to be done by proper arrangement by contractor.
(e) Curing the concrete up to specified period.
3. Mode of Measurement and Payment:
The measurement shall be taken on cubic meter basis. The payment shall also be
made on cubic meter basis.
Item No 3: - Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "w"
metal beam crash barrier comprising 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 5mmspaced 2m centre to centre, 1.8mhigh, 1.1 m
below ground/road level, all steel parts and fitments to be galvanised 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 75x5 mm,
330 mm long complete as per clause 811)
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