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Tender Value
₹4.0 Cr
EMD Value
₹4.0 L
Closing Date
18 Sept 2026, 6:00 pm
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar-382010
Carryout FRL Marking Survey with Peg Fixing, Preparation of Canal Marking & GIS Base on DILR Map and also providing Barbed Wire Fencing along acquired boundary of Narmada Main Canal Reach Ch. 220.907km to 263.574 km and at SSNNL acquired open Plots.
339918
14 of 2026-27
Open
Civil - All
Works
Gandhinagar
7 documents required · 7 mandatory
₹7,080
Executive Engineer, N.P.Main Canal Dn.No.2, Gandhinagar
₹4.0 L
29 Aug 2026
29 Aug 2026
29 Aug 2026
18 Sept 2026
29 Aug 2026
8 Section -7 Bill of Quantities 118-121
9 Section -8 Securities and Other Forms 122-133
10 Section -9 Drawing 134-135
11 Section -10 Documents to be furnished by Bidder 136-138
INVITATION FOR BID
NATIONAL COMPETITIVE BIDDING
1. The Executive Engineer, Narmada Project Main Canal Dn.No.2, Gandhinagar invites
bids for the works detailed in the table.
The bidders may submit bids for any or all of the following works.
Sr. Name of work Approximate Bid Cost of Period of #Class of
No. value of works security document completion Registration /
(Rs.) (Rs.) (Rs.) Category of
1 Carryout FRL Marking Survey 4,04,55,425=61 4,05,000/- Rs.6000/- + 11 Months Class-A” and
with Peg Fixing, Preparation of Rs.1080/- above
Canal Marking & GIS Base on (18% GST)
DILR Map and also providing
Barbed Wire Fencing along
acquired boundary of Narmada
Main Canal Reach Ch. 220.907km
to 263.574 km and at SSNNL
acquired open Plots.
2. Prospective / Interested bidder may download the Bid Documents from website
https://tender.nprocure.com free of cost till the Time and Date as mentioned on
online NIT at website https://tender.nprocure.com
(A) The concerned Contractor/bidder shall submit the certificate of registration or
renewal receipt as approved contractor in "A & above" Class in SSNNL/NWRWS & K
Dept / R & B Dept of Gujarat State or equivalent class in CPWD/ Railway /other State
(B) The Contractor registered outside Gujarat shall apply for getting registered himself
in "A & above" class either with the Sardar Sarovar Narmada Nigam Limited or with
the state of Government of Gujarat before the date of submission of Tender. The
proof of the application for the registration shall have to be attached with the Tender
(C) The Contractor registered in CPWD / Railway and other State Govt. equivalent to
class of Gujarat mentioned above, will be eligible to quote for the Tender with the
condition that concerned Contractor shall get themselves registered in "A & above"
class in the Sardar Sarovar Narmada Nigam Limited or in the State of Gujarat on or
before the date of acceptance (approval) of his Tender.
Failure of such bidders to get themselves registered in “A & above" class either
with the Sardar Sarovar Narmada Nigam Limited or with the state of Government
of Gujarat before the date of submission of Tender, the bid of such concerned
contractor/bidder shall be rejected, and he shall be considered nonresponsive/
3. However, Bidder who is submitting the Bid Online will have to pay the Bid Document
Fee / Tender Fee through Demand Draft only of any Schedule Bank payable at
Gandhinagar and in favour of ‘Executive Engineer, Narmada Project Main Canal
Division No.2, Gandhinagar’. Once the Bid is received online, Bid Document / Tender
Fee will not be refundable. As Per GoG R&B Department's Circular
No.Parach/102/000/1B/221/(59)C dated.24/01/2007.
The Demand Draft for Bid Document / Tender fee and FDR / Bank Guarantee against
Bid Security / EMD shall be submitted in electronic format through online (by
scanning) while uploading the bid, this submission shall mean that bid document /
tender fee and Bid Security / EMD has been received. Accordingly, the offer of only
those shall be opened whose Bid Document / Tender Fee and Bid Security / EMD
have been received electronically. However, for the purpose of realization of
Demand Draft, and FDR / Bank Guarantee bidder shall send the same in original
through R.P.A.D./Speed Post/Courier only so as to reach to Executive Engineer,
Narmada Project Main Canal Division No.2, Gandhinagar within 07 days from the
last day of bid submission.
Penaltative action for not submitting Demand Draft / FDR / Bank Guarantee in
original to Executive Engineer / Tender Inviting Authority by bidder shall be initiated
WRD GR No.PRC-102014-1-MICell-K.1 Dated 29/10/2014.
4. Bids received online, will be opened on the time, date and place as specified in the
online NIT at website https://tender.nprocure.com in the presence of the bidders or their
authorized representatives, who wish to remain present.
If the office happens to be closed on the day of opening of the bids as specified, the
bids will be opened on the next working day at the same time and venue.
5. A pre bid meeting will be held on 05-09-2026 at 1 3 : 0 0 hrs. at 3rd Floor,
Committee Room, Block No.12, SSNNL, New Sachivalaya, Gandhinagar to clarify the
issues and to answer questions on any matter that may be raised at that stage as
stated in clause 9.2 of ‘instructions to Bidders’ of the bidding documents.
6. Bid Security (EMD) is equal to 1% of Estimated Amount put to bid / tender and should be
rounded off to the next thousand rupees.
7. Other Information is as under:
A. Agencies can prepare and edit their offers a number of times before the end of the
tender submission date and time. After the tender submission date and time, the
bidder cannot modify / edit / withdraw their submitted offer in any case. No written
or online request in this regard shall be granted.
B. Offers in physical form will not be accepted in any case.
C. Demand Draft purchased by the other then bidder and issued after the last date of
submission of Bids, will not be considered or accepted.
D. The cost incurred by the contractor for this offer for clarification or attending
discussion, conferences or site visits will not be reimbursed by the Employer or
Engineer-in-Charge.
E. Conditional tender shall not be accepted.
F. Any changes, addition, alternation made in the prescribed form attached with tender
are liable to be rejected.
G. Any change in format or conditional Bank Guarantee will not be accepted and the
bidder will be considered non-responsive.
H. All the bidders are instructed to fill in information strictly in accordance with the
format given in the checklist /qualification document / tender document.
I. It is mandatory for the bidders to supply each and every information as asked strictly
in electronic format at appropriate places only.
J. Blank / insufficient information shall be treated as nil information and shall result in
disqualification.
K. Even if the bidder has been qualified in a similar or larger size of project in the past,
it shall not be deemed to be a ground / reason for not giving required information for
this work / bid.
L. Information supplied for earlier projects shall not be considered while evaluation of
this bid. The Government will not ask for any other information, unless it is found
absolutely necessary by the competent authority.
M. If found necessary, the contractor will be intimated for negotiation,
For the works costing up to Rs. 7.5 crore (WRD Works), Rs. 7.0 crore
(ROAD/BRIDGE/ BUILDING WORKS), Rs. 0.5 Crore (Electrical Works) kindly refer to
GoG NWRWS & K Department's Circular No. Paracha/1097/1397(11)/
pa.fa./MICELL(k-1) dated 18/01/2018 and Dated 30/09/2022.
For the works costing under Rs. 7.5 crore for Construction work of Water Resources
Department, Rs. 7.0 crore for Roads, Bridges and Building and Rs. 050 crore for
Electrical work following documents shall be submitted in electronic format only
through online by scanning and the (i) Bid Document Fee / Tender Fee (ii) Bid
Security / EMD should be sent in original to the Tender opening authority through
RPAD, so as to reach the Executive Engineer, Narmada Project Main Canal Division
No.2, Gandhinagar within 7 days from last day of submission of Bid.
(i) Bid Document Fee / Tender Fee
(ii) Bid Security / EMD or Valid EMD Exemption Certificate of Appropriate Class
of Registration of Approved Contractors.
(iii) Registration Certificate of Appropriate Class.
(iv) Registration Certificate of special category - Road/Building and Category
I/II/III, if required.
(vi) Work Experience, if necessary.
(vii) Other Documents, as required
INSTRUCTIONS TO BIDDERS
Section 1: Instructions to Bidders
Table of Clauses
Page No. Page No.
A. General D. Submission of Bids
1. Scope of Bid 8 19. Sealing & Marking of Bids
2. Source of Funds 8 20. Deadline for Submission of
3. Eligible Bidders 8 21. Late Bids
4. Qualification of the 8 22. Modification and
Bidder Withdrawal of Bids
5. One Bid per Bidder
6. Cost of Bidding 12 E. Bid Opening and Evaluation
7. Site Visit 12 23. Bid Opening
B. Bidding Documents 25. Clarification of Financial
8. Content of Bidding 13 26. Examination of Bids and
Documents Determination of
9. Clarification of Bidding 13 27. Correction of Errors
10. Amendment of Bidding 14 28. Deleted
29. Evaluation and Comparison
of Financial Bids
C. Preparation of Bids 30. Deleted
11. Language of Bid
12. Documents Comprising 15 F. Award of Contract
13. Bid Prices 15 31. Award Criteria
14. Currencies of Bid and 16 32. Employer’s Right to Accept
Payment any Bid and to Reject any
15. Bid Validity 16 33. Notification of Award and
Signing of Agreement
16. Bid Security 16 34. Performance Security
17. Alternative Proposals By 17 35. Advance Payment and
Bidders Security
18. Format and Signing of Bid 17 36. Dispute Review Expert
37. Correct or Fraudulent
1. Scope of Bid
1.1 The Employer (Named in Appendix to ITB) invites bids for the Construction of
works (as defined in these documents and referred to as ‘the works”) detailed in
the table given in IFB. The bidders may submit bids for any or all of the works
detailed in the table given in IFB.
1.2 The successful bidder will be expected to complete the works by the intended
completion date specified in the Contract data.
1.3 Throughout these bidding documents, the terms ‘bid’ and ‘tender’ and their
derivatives (bidder/ tenderer, bid / tender, bidding/ tendering, etc.) are
2. Source of Funds
2.1 The expenditure on this project will be met from the budget of Govt. of
Gujarat / Govt. of India for centrally sponsored projects.
3. Eligible Bidders
3.1 This Invitation for Bids is open to all eligible bidders.
3.2 All bidders shall provide in Section 2, Forms of Bid and Qualification Information,
a statement that the Bidder is neither associated, nor has been associated, directly
or indirectly, with the consultant or any other entity that has prepared the
design, specifications, and other documents for the Project or being proposed as
Project Manager for the Contract. A firm that has been engaged by the Employer to
provide consulting services for the preparation or supervision of the works, and
any of its affiliates, shall not be eligible to bid.
4. Qualification of the Bidder
4.1 All bidders shall provide in Section 2, Forms of Bid and Qualification Information, a
preliminary description of the proposed work method and schedule, including
drawings and charts, as necessary. The proposed methodology should include a
program of construction backed with equipment planning and deployment duly
supported with broad calculations and quality assurance procedures proposed to
be adopted justifying their capability of execution and completion of work as per
technical specifications, within stipulated period of completion.
4.5 QUALIFICATION CRITERIA:
(Applicable for the works which require Pre Qualification) As Per GoG
NWRWS & Department's Circular No. Paracha/1097/1397(11)/pa.fa./
MICELL(k-1) Date18/01/2018.
4.5.1 Qualification will be based on Applicant's meeting all the following minimum
pass/fall criteria regarding the Applicant's general and particular experience,
personnel and equipment capabilities and financial positions, as demonstrated by
the applicant's responses in the forms attached to the letter of application
(specified experience and resources shall not be taken in to account in
determining the requirement for joint ventures are given under para 4.6 below)
Subcontractors applicants compliance with the qualifying criteria.
To qualify for more than one contract, the applicant must demonstrate having
experience and resources sufficient to meet the aggregate of the qualification
criteria for each contract given in paragraphs 4.5.4, 4.5.5 and 4.5.9 below.
4.5.2 Base year and Escalation
The base year shall be taken as Current financial year.
Following enhancement factors will be used for the costs of works executed and
the financial figure to a common base value for works completed in India.
Year Financial Year Multiplying factor
Base year of inviting 20….-20….
Applicant should indicate actual figures of costs and amount for the works
executed by them without accounting for the above-mentioned factors.
In case the financial figures and value of completed works are in foreign currency
the above enhanced multiplying factors will not be applied. Instead, the current
market exchange rate (State Bank of India BC Selling rate as on the last date of
submission of the bid) will be applied for the purpose of conversion of the amount
in foreign currency into India rupees.
4.5.3 General Experience.
The Applicant shall meet with the following minimum criteria:
(a) Achieved a minimum annual financial turnover of Rs.----Crore for works in
progress and completed in all classes of civil engineering construction works
in any one year, over the last five financial years.
(b) Experience in successfully completing or substantially completing at least one
contract of similar work (………………….) of at least 40 percent of the value of
proposed contract within the last five financial years.
The works may have been executed by the applicant as prime contractor or as
a member of a joint venture or as a nominated sub-contractor. As
subcontractor, he should have acquired the experience of execution of all
major items of works under the proposed contract. In case a project has been
executed by a joint venture, weight towards experience of the project would
be given to each joint venture in proportion to their financial participation in
the joint venture if work executed jointly otherwise as per the scope of work
define in Joint Venture agreement.
Substantially completed works means those works which are at least 90%
completed as on the date of submission (i.e. gross value of work done up to
the last date of submission is 90% or more of the original contract price) and
continuing satisfactorily.
For these, a certificate from the employers shall be submitted along with the
application incorporating clearly the name of the work, contract value, billing
amount, date of commencement of works, satisfactory performance of the
contractor and any other relevant information.
(the experience certificate should be signed by the officer not below the rank
(c) Contractor should have completed 60% of quantity of principal items of work
like concrete, earthwork, pipeline, pumping station etc. within last five finical
years Certificate of competent authority of work done with detail shall be
4.5.4 Personnel Capabilities
Availability for his work of personnel with adequate experience as required; as
4.5.5 Equipment Capabilities
Based on the studies carried out by the Engineer, the minimum suggested major
equipment to attain the completion of works in accordance with the prescribed
construction schedule are shown in the Appendix.
The bidders should, however, undertake their own studies and furnish with their
bid, a detailed construction planning and methodology supported with layout and
necessary drawings and calculations to allow the employer to review their
proposals. The numbers, types and capacities of each plant/equipment shall be
shown in the proposals along with the cycle time for each operation for the given
production capacity to match the requirements.
4.5.6 Financial Position
The Applicant should give undertaking that he has access to, or has available,
liquid assets (aggregate of working capital, cash in hand and uncommitted bank
guarantees) and / or credit facilities up to 25 percent of the value of the
contract/contracts applied.
4.5.7. The audited balance sheets for the last five years should be submitted, which must
demonstrate the soundness of the applicant's financial position, showing long
profitability including an estimated financial projection for the next two years If
necessary, the employer will make inquiries with the applicant's bankers.
4.5.8 Litigation History
The Applicant should provide accurate information on any litigation or arbitration
resulting from contracts completed or under execution by him over the last five
financial years. A consistent history of awards against the Applicant or any
partner of a joint venture may result in failure of the applicant.
4.5.9 Disqualification
Even though the applicants meet the above criteria, they are subject to be
disqualified if they have:
Made misleading or false representation in the forms, statements submitted, and /
or Record of poor performance such as abandoning the work, rescinding of
contract for which the reasons are attributable to the non consistent history of
litigation awarded against the applicant or financial failure due performance of
the contractor; to bankruptcy. The rescinding of contract of a joint venture on
account of reasons other than non performance, such as Most Experienced
partner of joint venture pulling out, court directions leading to breaking up of a
joint venture before the start of work, which are not attributable to the poor
performance of the contractor will, however, not affect the qualification of the
individual partners.
4.5.10 The bidder who have applied for corporate Debt Restructuring (CDR) / facing
recovery proceedings from financial institutions/facing winding up processing/
those under BIFR in the last 5 financial year shall be considered for bid
qualification. However if the bank/financial institution has accepted the proposal
of debt restructuring on or before the last date of online submission, the same
shall be considered for further evaluation. An affidavit by bidder along with
certificate from bank must be produced in such cases. In case of Joint Venture
agreement, this provision shall be applicable for both lead partner and JV partner
4.6 JOINT VENTURE: (Maximum 3 Members i.e. 1 Lead & 2 Others) (Applicable only
for estimated project cost of 50 Crore and above)
4.6.1 Joint ventures must comply with the following requirement:
(a) Following are the minimum qualification requirements:
(i) The lead partner shall meet not less than 50 percent of all criteria given in para
4.5.3 & 4.5.6 above. The joint venture must collectively satisfy the criteria of para
4.5.3 & 4.5.6 above. The experience of the other joint venture partners shall be
considered if it is not less than 30 percent of the qualifying criteria in para 4.5.3 &
(ii) Individually each member must satisfy the requirements of para 4.5.7 & 4.5.8
(b) Bid shall be signed so as to legally bind all partners, jointly and severally, and
shall be submitted with a copy of the joint venture agreement providing the joint
and several liabilities with respect to the contract.
4.6.2 Qualification of a joint venture does not necessarily qualify any of its partners
individually or as a partner in any other joint venture. In case dissolution of a joint
venture, each one of the constituent firms may qualify if they meet all the qualification
requirements, subject to the written approval of the Employer.
4.7. Bid Capacity.
Applicants who meet the minimum qualification criteria will be qualified only if
their available bid capacity at the expected time of bidding is more than the total
estimated cost of the works. The available bid capacity will be calculated as under:
Assessed Available Bid Capacity = ( A*N*2-B), where
A= Maximum value of works executed in any one year during the last five
years (updated to the price level of the year indicated in appendix) taking
into account the completed as well as works in Progress.
B= Value at current price level of the existing commitments and ongoing
works to be completed during the next 11 months ( period of completion
of work for which bids are invited ) ; and
N= Number of years prescribed for completion of the works for which the
bids are invited.
Note :- In Case of joint venture, the available bid capacity will be applied for each
partner to the extent of his proposed participation in the execution of the
4.8 Even though the bidders meet the above qualifying criteria, they are subject
to be disqualified if they have:
- Made misleading or false representation in the forms, statements
and Attachments the submitted in proof the qualification requirements; and
- Record of poor performance such as abandoning the works, not properly
completing the contract, inordinate delay in completion, litigation history, or
financial failures etc.; and/ or
- Participated in the previous bidding for the same work and had quoted
unreasonably high bid prices and could not furnish rational justification to
5. One bid per bidder
5.1. Each bidder shall submit only one bid for one package. A bidder who submits or
participates in more than one bid (other than as a subcontractor or in cases of
alternatives that have been permitted or requested) will cause all the proposals with
the bidder’s participation to be disqualified.
6. Cost of Bidding
6.1. The bidder shall bear all costs associated with the preparation and submission of his
Bid, and the Employer will in no case be responsible and liable for those costs.
7.1. The Bidder, at the Bidder’s own responsibility and risk is encouraged to visit and
examine the Site of work and its surrounding and obtain all information that may be
necessary for preparing the Bid and entering into a contract for construction of the
The costs of visiting the site shall be at the Bidder’s own expense.
B. BIDDING DOCUMENTS
8. Content of Bidding Documents
8.1 The set of bidding documents comprises the documents listed below and addenda
issued in accordance with Clause 10:
Section Particulars Volume No.
- Invitation for Bids I
1 Instructions to Bidders
2 Qualification Information, and other forms
3 Conditions of Contract
4 Contract Data
5 Technical Specifications II
6 Form of Bid III
7 Bill of Quantities
8 Securities and other forms
10 Documents to be furnished by bidder V
8.2. Volumes I, II, III and IV are available online and documents to be furnished by the
bidder in compliance to section 2 will be prepared by him and furnished as Volume-
V in two parts (refer clause 12).
8.3. The bidder is expected to examine carefully all instructions, conditions of contract,
contract data, forms, terms, technical specifications, bill of quantities, forms, Annexes
and drawings in the Bid Document. Failure to comply with the requirements of Bid
Documents shall be at the bidder’s own risk. Pursuant to clause 26 hereof, bids
which are not substantially responsive to the requirements of the Bid Documents
shall be rejected.
9. Clarification Bidding Documents
9.1 A prospective bidder requiring any clarification of the bidding documents may
notify the Employer in writing or through E-mail at the Employer’s address indicated
in the invitation to bid. The Employer will respond to any request for clarification
which he received earlier than 15 days prior to the deadline for submission of bids.
Employer’s response will be published on website including a description of the
enquiry but without identifying its source.
9.2. Pre-bid meeting
9.2.1. The bidder or his official representative is invited to attend a pre-bid meeting
which will take place at the address, venue, time and date as indicated in the
9.2.2. The purpose of the meeting will be to clarify issues and to answer questions on any
matter that may be raised at that stage.
9.2.3. The bidder shall be required to submit any questions in writing or e-mail to reach
the Employer not later than 03 days before the meeting.
9.2.4 Minutes of the meeting, including the question raised (Without identifying the
source of enquiry) and the responses given will be published without delay on the
tender website i.e. www.tender.nprocure.com. Any modification of the
bidding documents listed in sub-Clause 8.1 which may become necessary as a result
of the pre-bid meeting shall be made by the Employer exclusively through the issue
of an Addendum pursuant to Clause 10 and not through the minutes of the pre-bid
9.2.5. Non-attendance at the pre-bid meeting will not be a cause for disqualification of a
10. Amendment of Bidding Documents
10.1 Before the deadline for submission of bids, the Employer may modify the bidding
documents by issuing addenda.
10.2. Any addendum thus issued shall be part of the bidding documents. The Employer
will assume no responsibility for the same.
10.3. To give prospective bidders reasonable time in which to take an addendum into
account in preparing their bids, the Employer may, at his discretion, extend as
necessary the deadline for submission of bids, in accordance with Sub-Clause
C. PREPARATION OF BIDS
11. Language of the Bid
11.1 All documents relating to the bid shall be in the English language.
12. Documents Comprising the Bid
12.1. The bid be submitted by the bidder as Volume V of the bid document (refer Clause
8.1) shall be in two separate parts:
Part I shall be named “Technical Bid” and shall comprise
(i) Bid Security in the form specified in Section
(ii) Qualification Information and supporting documents as specified in Section
(iii) Certificates, undertakings, affidavits as specified in Section-2
(iv) Any other information pursuant to Clause 4.5 of these instructions
(v) Undertaking that the bid shall remain valid for the period specified in
Part II shall be named “Financial Bid” and shall comprise
(i) Form of Bid as specified in Section
(ii) Priced Bill of Quantities for items specified in Section
12.2. The Bidder shall submit the details / information pertaining to each part i.e.
Technical bid as well as financial and must be submitted online only.
12.3. Following documents will be deemed to be part of the bid.
Section Particulars Volume No.
Invitation for Bids (IFB)
1 Instruction to Bidders
3 Conditions of Contract
4 Contract Data
5 Specifications Volume II
9 Drawings Volume IV
13.1 The Contract shall be for the whole works as described in Sub-Clause 1.1, based on
the priced Bill of Quantities submitted by the Bidder.
13.2 The bidder shall fill in rates and prices and line item total (both in figures and words)
for all items of the Works described in the Bill of Quantities along with total bid price
(Both in figures and words). Items for which no rate or price is entered by the bidder
will not be paid for by the Bill of Quantities.
13.3 All duties, taxes, and other levies except GST payable by the contractor under the
contract, or for any other cause shall be included in the rates, prices and total Bid
Price submitted by the Bidder. (GST will be paid extra)
13.5 The rates and prices quoted by the bidder are subject to adjustment during the
performance of the Contract in accordance with the provisions of Clause 47 of the
Condition of Contract (Irrespective of the time limit and Bid Amount)
14. Currencies of Bid and Payment
14.1 The unit rates and the prices quoted by the bidder shall be entirely in Indian Rupees.
All payments shall be made in Indian Rupees.
15. Bid Validity
15.1 Bids shall remain valid for a period of not less than 120 days after the deadline date
forbid submission specified in Clause
15.2 In exceptional circumstances, prior to expiry of the original time limit, the Employer
may request that the bidders may extend the period of validity for a specified period.
A bidder may refuse the request without forfeiting his bid security. A bidder agreeing
to the request will not be required or permitted to modify his bid, but will be
required to extend the validity of his security for a period of the extension, and in
compliance with Clause 16 in all respects.
16. Bid Security
16.1. The Bidder shall furnish, as part of his Bid, a Bid security in the amount as shown in
column 4 of the table of IFB for this particular work. This Bid security shall be in
favor of Executive Engineer, Narmada Project Main Canal Dn.No.2, Gandhinagar
in Appendix and may be in one of the following forms;
a. Bank Guarantee from any scheduled Indian bank, in the format given in
Volume III. (Bank Guarantee is applicable only for Bid Estimated Amount of
Crore and above) and Bank Guarantee of Schedule and Private Banks shall be
considered as per GoG Finance Department’s Circular No.FD/MSM/e-
file/4/2025/2712/D.M.O. Date 01/04/2026 or as per their latest amendment.
b. Fixed Deposit Receipt issued by any Scheduled Indian Bank or a foreign Bank
approved by the Reserve Bank of India.
A Valid Bid Security / EMD Exemption Certificate issued by (1) Road & Building
Department or (2) Narmada Water Resources, Water Supply and Kalpsar
Department of Govt of Gujarat. Exemption Certificate is applicable only when
Registration Certificate of Appropriate Class and Category of Approved
Contractors is required as eligible criteria of bidder.
16.2. Bank guarantees (and other instruments having fixed validity) issued as surety for
the bid shall be valid for 45 days beyond the validity of the bid i.e. total validity of
16.3. Any bid not accompanied by an acceptable Bid Security and not secured as
indicated in Sub-Clauses 16.1 and 16.2 above shall be rejected by the Employer as
non-responsive.
16.4. The Bid Security of unsuccessful bidders will be returned within 28 days of the end
of the bid validity period specified in Sub-Clause
16.5 The Bid Security of the successful bidder will be discharged when the bidder has
signed the Agreement and furnished the required Performance Security.
16.6. The bid Security may be forfeited
(a) If the Bidder withdraws the bid after Bid opening during the period of Bid
(b) If the Bidder does not accept the correction of the Bid Price, if any or
(c) In the case of a successful Bidders, if the Bidder fails the specified time limit to
(i) Sign the Agreement; or
(ii) Furnish the requirement Performance Security.
(d) If found necessary, the bidder will be intimated for negotiation, He will be
intimated maximum three times within the validity period for negotiation, If
contractor does not respond in time, his Bid Security (EMD) will be forfeited and his
tender will be rejected. Punitive action will be taken on such contractors. (As per GoG
R&B Dept’s Gr. No. S/22/2017/639/D, Dt.08/06/2018)
17. Alternative Proposals by Bidders.
17.1. Bidders shall submit offers that fully comply with the requirements of the bidding
documents, including the conditions of contract (including mobilization advance or
time for completion), basic technical design as indicated in the drawing and
specifications. Conditional offers or alternative offers will not be considered further
in the process of tender evaluation.
18. Format and Signing of Bid
18.1. The Bidder shall prepare documents comprising the bid as described in Clause 12 of these
Instructions to bidder as the “Technical Stage “and “Financial Bid” in separate parts to be
D. SUBMISSION OF BIDS
20. Deadline for Submission of the Bids
20.1. Complete Bids must be received online by the Employer at the tender website
specified above not later than the date indicated in appendix.
20.2. The Employer may extend the deadline for submission of bids by issuing an
amendment in accordance with Clause 10, in which case all right and obligation of
the Employer and the bidders previously subject to the original deadline will then be
subject to the new deadline.
22. Modification and Withdrawal of Bids
22.1. Bidders may modify or withdraw their bids online before the deadline prescribed in
Clause 20 or pursuant to Clause
22.3. No bid shall be modified or withdrawn after the deadline for submission of Bid.
22.4. Withdrawal or modification of a bid between the deadline for submission of bids
and the expiration of the original period of bid validity specified in Clause
above or as extended pursuant to Clause 15.2 may result in the forfeiture of the Bid
security pursuant to Clause
E. BID OPENING AND EVALUATION
23. Bid Opening
23.1 The Employer will open all the Bids received including modifications made pursuant
to Clause 22, in the presence of the Bidders or their representatives who choose to
attend at time, date and the place specified in Appendix in the manner specified in
Clauses 20 and 23.3, In the event of the specified date of Bid opening being declared
a holiday for the Employer, the Bids will be opened at the appointed time and
location on the next working day.
23.3 The “Technical Bid” shall be opened. The amount, form and validity of the bid security
furnished with each bid will be announced. If the bid security furnished does not
conform to the amount and validity period as specified in the invitation for bid (ref.
Column 4 and paragraph 3), and has not been furnished in the form specified in Clause
16, the financial bid will not be opened.
23.4 (i) Subject to confirmation of the bid security by the issuing Bank, the bids accompanied
with valid bid security will be taken up for evaluation with respect to the
Qualification information and other information furnished in part I of the bid
pursuant to Clause 12.1.
(ii) If required, the bidder will be asked in writing to clarify his Qualification
Documents with respect to any required clarification.
(iii) The bidders will respond in not more than 7 days of issue of the clarification
(iv) Immediately (usually within 3 or 4 days), on receipt of these clarification the
Evaluation Committee will finalize the list of responsive bidders whose
financial bids are eligible for consideration.
23.6 At the time of opening of “Financial Bid”, the names of the bidders were found responsive
in accordance with Clause 23.3 will be announced. The bids of only these bidders will be
opened. The responsive Bidders’ names, the Bid prices, the total amount of each bid, any
opened. The responsive Bidders’ names, the Bid prices, the total amount of each bid, any
discount and such other details as the Employer may consider appropriate, will be
announced by the Employer at the opening.
23.7 the time of opening of “Financial Bid”, the names of the bidders were found
responsive in accordance with Clause 23.3 will be announced. The bids of only these
bidders will be opened. The responsive Bidders’ names, the Bid prices, the total
amount of each bid, any discount, and such other details as the Employer may
consider appropriate, will be announced by the Employer at the opening.
23.8 In case bids are invited for more than one package, the order for opening of the
“Financial Bid” shall be in order of Estimated amount of Bids from highest to lowest.
23.9 The Employer shall prepare minutes of the Bid opening, including the information
disclosed to those present in accordance with Sub-Clause 23.6.
24.1 Information relating to the examination, clarification, evaluation, and comparison of
Bids and recommendations for the award of a contract shall not be disclosed to
Bidders or any other persons not officially concerned with such process until the
award to the successful Bidder has been announced. Any effort by Bidder to
influence the Employer’s processing of Bids or award decisions may result in the
rejection of his Bid.
25. Clarification of Financial Bids
25.1. To assist in the examination, evaluation, and comparison of Bids, the Employer may,
at his discretion, ask any Bidder for clarification of his Bid, including breakdowns of
unit rates. The request for clarification and the response shall be in writing or by e-
mail, but no change in the price or substances of the Bid shall be sought, offered, or
permitted except as required to confirm the correction of arithmetic errors
discovered by the Employer in the evaluation of the Bids.
25.2 Subject to sub-clause 25.1, no Bidder shall contact the Employer on any matter
relating to his Bid opening to the contract is awarded. If the Bidder wishes to bring
additional information to the notice of the Employer, it should do so in writing.
25.3. Any effort by the Bidder to influence the Employer in the Employer's bid evaluation,
bid comparison or contract award decision may result in the rejection of the Bidders’
26. Examinations of Bids and Determination of Responsiveness
26.1 During the detail evaluation of "Technical Bid", the Employer will determine whether each
Bid (a) meets the eligibility criteria defined in Clause 3 and 4; (b) has been properly
signed; (c) is accompanied by the required securities and; (d) is substantially responsive to
the requirements of the Bidding document. During the detailed evaluation of the “Financial
Bid”, the responsiveness of the bids will be further determined with respect to the
remaining bid conditions, i.e., priced bill of quantities, technical specifications, and
26.2 A substantially responsive “Financial Bid” is one which confirms all the terms,
conditions and specifications of bidding documents, without material deviation or
reservation. A material deviation or reservation is one (a) which affects in any
substantial way the scope, quality, or performance of the Works; (b) which limits in
any substantial way, inconsistent with the Bidding documents, the Employer’s rights
or the Bidder’s obligations under the Contract; or (c) whose rectification would affect
unfairly the competitive position of other Bidders presenting substantially
responsive Bids.
26.3 If a “Financial Bid” is not substantially responsive, it will be rejected by the
Employer, and may not subsequently be made responsive by correction or
withdrawal of the non-conforming deviation or reservation.
29. Evaluation and Comparison of Financial Bids
29.1. The Employer will evaluate and compare only the Bids determined to be
substantially responsive in accordance with Sub-Clause 26.2.
29.3. The Employer reserves the right to accept or reject any variation or deviation.
Variation and deviations and other factors, which are in excess of the requirements
of the Bidding documents or otherwise result in unsolicited benefits for the
Employer, shall not be taken in to account in Bid evaluation.
29.4. The estimated effect of the price adjustment conditions under Clause 47 of the
Conditions of Contact, during the period of implementation of the Contract, will not
be taken in to account in Bid evaluation.
29.5. If the Bid of the successful Bidder is seriously unbalanced in relation to the
Engineer’s estimate of the cost of work to be performed under the contract the
Employer may require the Bidder to produce detailed consistency of those prices
with the construction methods and schedule proposed. After evaluation of the price
analyses, the Employer may require that the amount of the performance security set
forth in Clause 34 be increased at the expense of the successful /bidder to a level
sufficient to protect the Employer against financial loss in the event of default of the
successful Bidder under the Contract.
29.6. A bid which contains several items in the bill of Quantities which are unrealistically
priced low and which cannot be substantiated satisfactorily by the bidder may be
rejected as non-responsive.
F. AWARD OF CONTRACT
31. Award Criteria
31.1. Subject to Clause 32, the Employer will award the contract to the Bidder whose Bid
has been determined.
(i) to be substantially responsive to the Bidding documents and who has offered
the lowest evaluated Bid Price; and
(ii) to be within the available bid capacity adjusted to account for his bid price
which is the lowest evaluation in any of the packages opened earlier than the
one consideration.
In no case, the contract shall be awarded to any bidder whose available bid
capacity is less than the evaluated bid price, even if the said bid is the lowest
evaluated bid. The contract will in such cases be awarded to the next lowest bidder
at his evaluation bid price.
32. Employer’s Right to Accept any Bid and to Reject any or all Bids
32.1. Notwithstanding Clause 31, the Employer reserves the right to accept or reject any
Bid, and to cancel the Bidding process and reject all Bids, at any time prior to the
award of contract, without thereby incurring any liability to the affected bidder or
Bidder or any obligation to inform the affected Bidder or Bidders of the grounds for
the Employer’s action.
33. Notification of Award and Signing of Agreement
33.1. The Bidder whose Bid has been accepted will be notified of the award by the
Employer prior to expiration of the Bid validity period by cable, telex or facsimile
confirmed by registered letter. This letter (hereinafter and in the condition of
contract called the “Letter of Acceptance”) will state the sum that the Employer will
pay the Contractor in consideration of the execution, completion, and maintenance of
the Works by the Contractor as prescribed by the Contract (hereinafter and in the
Contract called the “Contract Price”).
33.2 The notification of award will constitute the formation of the contract, subject only to
the furnishing of a performance security in accordance with the provisions of Clause.
33.3. The Agreement will incorporate all agreements between the Employer and the
successful Bidder. It will be signed by the Employer and to the successful Bidder,
within 28 days following the notification of award along with the Letter of
Acceptance. Within 21 days of receipt, the successful Bidder will sign the Agreement
and deliver it to the Employer.
33.4. Upon the furnishing by the successful Bidder of the Performance Security, the
Employer will promptly notify the other Bidders that their Bids have been
34. Performance Security
34.1. (A) Within 10 (Ten) days of receipt of Letter of Acceptance, the successful Bidder
shall furnish to the Employer an irrevocable and unconditional guarantee from a
Bank in the form set forth in Section 8 (the “Performance Security”) for an
amount equal to 5% (five percent) of its Contract Price. In case of bids
mentioned below, the successful Bidder, along with the Performance Security,
shall also furnish to the Authority an irrevocable and unconditional guarantee
from a Bank in the same form given at Section 8 towards an Additional
Performance Security (The “Additional Performance Security”) for an amount
calculated as under:
(a) If the Contract Price offered by the Selected Bidder is lower than 10% but
upto 20% of the Estimated Project Cost, then the Additional Performance
Security shall be calculated @ 20% of the difference in the (i) Estimated
Project Cost (as mentioned in Bid Document) - Minus 10% of the
Estimated Project Cost and (ii) Contract Price offered by the selected
(b) If the Contract Price offered by the Selected Bidder is lower than 20% of
the Estimated Project Cost, then the Additional Performance Security
shall be calculated @ 30% of the difference in the (i) Estimated Project
Cost (as mentioned in Bid Document) - Minus 10% of the Estimated
Project Cost and (ii) Contract Price offered by the selected Bidder.
(c) This Additional Performance Security shall be treated as part of the
Performance Security.
(B) The Performance Security shall be valid beyond 60(sixty) days from the
stipulated date of completion of the project and the and the Additional
Performance Security shall be valid beyond 28 (twenty-eight) days of
Project Completion Date.
Performance Security shall become refundable/releasable within 15 days
after certified project completion date subject to Fulfillment of contractual
obligation and settlement of all dues and claims
34.2. If the performance security is provided by the successful Bidder in the form of a
Bank Guarantee, it shall be issued either (a) at the Bidder’s option, by a
Nationalized/Scheduled Indian bank or (b) by a foreign bank located in India and
acceptable to the Employer. As per GoG Finance Department’s Circular
No.FD/MSM/e- file/4/2025/2712/D.M.O. Date 01/04/2026 or as per their latest
34.3. Failure of the successful Bidder to comply with the requirement of Sub-Clause
shall constitute sufficient grounds for cancellation of the award and forfeiture of
the Bid Security.
35 Advance Payment and Security
35.1 The Employer will provide an Advance payment on the Contract Price as stipulated
in the Conditions of Contract, subject to maximum amount, as stated in the
37. Corrupt of Fraudulent Practices
37.1 The Employer will reject a proposal if it determines that the Bidder recommended
for award has engaged in corrupt or fraudulent practices in completing for the
contract in question and will declare the firm ineligible, either indefinitely or for a
stated period of time, to be awarded a contract with National Highways Authority of
India/ State PWD and any other agencies, if it at any time determines that the firm
has engaged in corrupt or fraudulent practices in completing for the contractor, or
37.2 Furthermore, Bidders shall be aware of the provision stated in Sub- Clause 59.2 of
the Conditions of Contract.
APPENDIX TO ITB
Clause Reference With
respect to Section –I
1. The Name of the Employer is Executive Engineer, Narmada [ Cl.1.1]
Project Main Canal Dn.No.2, Gandhinagar
2. The last five financial years.
3. This Annual Financial Turnover Amount is Rs. [Cl.4.5.3 (a)]
4. Value of Work is Rs.4,04,55,425=61
6. The cost of electric work is Rs……………….
7. The cost of water supply / sanitary works is Rs…….
8. Deleted [Cl.4.5.6 ]
9. Price level of the financial year 2026-2027 [Cl. 4.5.2]
10. The pre-bid meeting will take place : 3rd Floor, Committee Room, [Cl. 9.2.1]
Block No.12, SSNNL, New Sachivalaya, Gandhinagar
11. The Technical bid will be opened at the office of the Ex.Engr.,
N.P.M.C.Dn.No.2, G'nagar on dt.19-09-2026 at 11:00 AM.
12. Address of the Employer: Block No.12, 8th Floor, New
Sachivalaya, Gandhinagar
14. The bid should be submitted latest by [Cl. 20.1 & 20.2]
As stated on online NIT
15. The bid will be opened at Executive Engineer, N.P.Main Canal [Cl. 23.1 ]
Dn.No.2, Gandhinagar
The Bank on online
Draft NIT of Executive Engineer, N.P.Main Canal
Dn.No.2, Gandhinagar.
18. Escalation factors (for the cost of works [Cl.4.5.2]
executed and financial figure to a common base
value) for works completed
Year Financial Year Multiplying factor
Base year of inviting tender 2026-2027
LIST OF KEY PLANT & EQUIPMENT TO BE DEPLOYED ON CONTRACT WORK
[Reference CL. 4.5.5]
The contractors shall also give a list of machineries in his possession and which they
propose to use on the work.
Sr. Plant or Location Age of Make Capacity Approximate Remark
No. Machinery Machinery Value
List of Key Personnel to be deployed on Contract Work
(Reference Cl. 4.5.4)
Employment of a qualified site Engineer by the Contractor.
The Contractor shall employ full-time technically qualified staff during the execution of this
work as under: -
1. Two graduate Civil Engineers and three diploma Civil Engineers when cost of the work
to be executed is more than Rs.50 lakhs.
2. One graduate & two Diploma, Civil Engineers when the cost of the work to be executed
is more than Rs.15 lakhs but less than Rs.50 lakhs.
3. Minimum Two Diploma Civil Engineer when the cost of work is less than Rs.15 lakhs
but more than Rs.5 lakhs.
4. Minimum One Diploma Civil Engineers for the work when the cost of work to be
executed is less than Rs. 5 lakhs. The Engineer so employed for the Government work
must have sufficient experience to handle the work independently. Such an Engineer
shall have to stay at the site of work and he shall not be entrusted with other duty
except this work.
In case the contractor or partner of the contractor firm is a Civil Graduate Engineer,
Employment of a separate Engineer will not be necessary provided that the Engineer
partner himself attends the execution of the work on the site.
Within 15 days of issue of work-order the Contractor will have to furnish to the
Deputy Executive Engineer-in-charge of the work the Name, Qualifications, copy of
marksheet, Color Photograph and the appointment order issued such engineers
engaged for this contract work. If 15 days after issue of work order such designated
Site Engineers do not resume or do not remain present on site of work, the recovery at
the rate of Rs.15,000-00 per month per Engineer will be made from the
bills/deposit/dues of the contractor. Such recovery shall be non-refundable.
QUALIFICATION INFORMATION
QUALIFICATION INFORMATION
The information to be filled in by the Bidder in the following pages will be used for
the purpose of post qualification as provided for in Clause 4 of the Instruction to Bidders.
This information will not be incorporated in the Contract.
1. For Individual Bidders
1.1 Constitution or legal status of Bidder
Place of registration
Principal place of business
Power of attorney of signatory of Bid
1.2 Total value of Civil engineering constructions 2021-2022
Works performed in the last five years (in Rs.
1.3.1 Work performed as prime contractor, work performed in the past as a nominated
sub-contractor will also be considered the sub-contract involved execution of all
main items of work described in the bid documents, provided further that all other
qualification criteria are satisfied (in the same name) on works of a similar nature
over the last five years** and in current year before the submission of the bid.
Project Name of Description Contract Value of Date Stipulated Actual date Remark
Name the of work No. contract of period of of explaining
Employer (Rs. issue completion completion* reasons for
Crore) of delay &
order Completed
*Attach certificate(s) from the Engineer(s)in-charge
** Immediately preceding the financial year in which bids are received.
1.3.2 Quantities of work executed as prime contractor, work performed, in the past as a
nominated sub-contractor, will also be considered provided the sub-contract
involved execution of all main items of work described in the bid document,
provided, further that all other qualification criteria are called (in the same name
and style) in the last five years** and in current year before the submission of the
Year Name of Name of the Quantity of work performed (Cum / MT) Remarks *
the work Employee (Indicate
Cement Masonary Earth work Bituminous
Concrete Item 3 work contract Ref.)
(including Item 2 Item
1.4 Information on Bid Capacity (works for which bids have been submitted and works
which are yet to be completed) as on the date of this bid.
(A) Existing commitments and on-going works:
Descriptio Place Contract Name & Address Value Contract Stipulated Value of Anticipated
n of works & State No. of (Rs. Cr) Period of Works* of
Employer Completio remaining completion
*Attach certificate (s) from the Engineer(s) in-charge
** Immediately preceding the financial year in which bids are received.
1.5 Availability of key items of Contractors Equipment for carrying out the works (Ref.
Clause 4.5.5). The Bidder should list all the information requested below.
Item of Requirement Availability Proposals Remarks
Equipment NO Capacity Owned/ Nos/. Age/ (from
Leased to be Capacity Conditions whom to
1.6 Qualifications and experience of key personnel required for administration and
execution of the contract. Attach biographical data. Refer also to Sub Clause 9.1 of
the Conditions of Contract.
Position Name Qualification Experience
Project Manager
1.7 Proposed sub-contract and firms involved
Sections of the Value of Sub- Experience in
works Contractor similar work
Attach copies of certificates on possession of valid license for executing water
supply/ sanitary work/ building electrification works.
1.8 Financial reports for the last five years: balance sheets, profit and loss statements,
auditors’ reports (in case of companies/corporations), etc. List them below and
1.9 Evidence of access to financial resources to meet the qualification requirements:
cash in hand, lines of credit, etc. List them below and attach copied documents.
1.10 Name, address, and telephone, telex, and fax numbers of the Bidders bankers who
may provide references if contacted by the Employer.
1.11 Information on Litigation history in which the Bidder is involved.
Other Party Employer Cause of Amount Remarks
(ies) Dispute Involved showing
1.12. Statement of compliance under the requirements of Sub Clause 3.2 of the instruction
to Bidders. (Name of Consultant engaged for project preparations is * ........................... )
1.13 Proposed work method and schedule. The Bidder should attach descriptions,
drawings and charts as necessary to comply with the requirements of the Bidding
documents. (Refer ITB Clause 4.1)
3. Additional Requirements
3.1 Bidders should provide any additional information required to fulfill the
requirements of Clause 4 of the Instructions to the Bidders, if applicable.
* Fill the name of Consultant
SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR
AVAILABILITY OF CREDIT FACILITIES
(CLAUSE 4.5.6 OF ITB)
BANK CERTIFICATE
This is to certify that M/s. is a reputed company
with a good financial standing.
If the contract for the work, namely is awarded to the
above firm, we shall be able to provide overdraft/credit facilities to the extent of
Rs. to meet their working capital requirements for executing the above
during the contract period.
Senior Bank Manager
Address of the Bank
1. I, the undersigned, do hereby certify that all the statements made in the required
attachments are true and correct.
2. The undersigned also hereby certifies that neither our firm M/s.
have not abandoned any work of
Government of Gujarat/Government of India/any Board or Corporation under
Government of Gujarat/Government of India nor any contract awarded to us for
such works have been rescinded, during last five years prior to the date of this
3. The undersigned hereby authorize(s) and request (s) any bank, person, firm or
corporation to furnish pertinent information deemed necessary and requested by
the Department to verify this statement or regarding any (our) competence and
general reputation.
4. The Undersigned understands and agrees that further qualifying information
may be requested, and agrees to furnish any such information at the request of
the Department/ Project implementing agency.
(Signed by an Authorized Officer of the Firm)
Title of Officer
I, the undersigned do hereby undertake ......... that our
invest a minimum cash up to 25% of the value of the work during implementation of the
(Signed by an Authorized officer of the firm)
Title of officer
CONDITIONS OF CONTRACT
Conditions of Contract
Table of Contents
A General Page D. Cost Control
1 Definitions 37 37 Bill of Quantities
2 Interpretation 38 38 Changes in the Quantities
3 Language and Law 39 39 Variations
4 Engineer’s Decisions 39 40 Payments for Variations
5 Delegations 39 41 Cash Flow Forecasts
6 Communications 39 42 Payment Certificates
7 Sub-Contractors 39 43 Payments
8 Other Contractors 39 44 Compensations Events
9 Personnel 40 45 Tax
10 Employer’s & Contractor Risk 40 46 Currencies
11 Employers Risks 40 47 Price Adjustment
12 Contractor’s Risk 40 48 Retention
13 Insurance 40 49 Liquidated damages
Site Investigations Reports 41 50 Bonus
15 Queries about the Contract 41 51 Advance Payment
16 Contractors to Construct the 41 52 Securities
17 The Works to be Completed By 41 53 Deleted
the Intended Completion Date
18 Approval by the Engineer 41 54 Cost of Repair
20 Discoveries 42 E. Finishing the Contract
21 Possession of the Site 42 55 Completion
22 Access to the Site 42 56 Taking Over
23 Instructions 42 57 Final Account
24 Disputes 42 58 Operating and Maintenance
25 Procedure for Disputes
26 Deleted 43 59 Terminations
60 Payment upon Terminations
B. Time Control 61 Property
27 Programme 44 62 Release from Performance
28 Extensions of the Intended
completion date
29 Deleted 44 F. Special Conditions of
30 Delays Ordered by The 44 63 Labour
Engineer 64 Compliance with labour
31 Management Meetings 45 65 Arbitration
32 Early Warning
C. Quality Control
33 Identifying Defects
35 Correction of Defects
36 Uncorrected Defects
CONDITIONS OF CONTRACT
1.1 Terms which are defined in the Contract Data are not also defined in the Conditions
of Contract but keep their defined meaning.
Bill of Quantities means the priced and completed Bill of Quantities
forming part of the Bid
Compensation Events are those defined in Clause 44 hereunder
The Completion Date is the date of completion of the Works as certified by
the Engineer in accordance with Sub Clause
The Contract is the contract between the Employer and Contractor to
execute, complete and maintain the Works till the completion of Defects
Liability Period. It consists of the documents listed in Clause 2.3 below.
The Contract data defines the documents and other information which
comprise the Contract.
The Contractor is a person or corporate body whose Bid to carry out the
Work has been accepted by the Employer.
The Contractor’s Bid is the completed Bidding document submitted by the
Contractor to the Employer and includes Technical and Financial Bids.
The Contract Price is the price stated in the Letter of Acceptance and
thereafter as adjusted in accordance with the provisions of the Contract.
Days are calendar days: months are calendar months.
The Defects Liability Period is the period named in the Contract Data and
calculated from the Completion Date.
The Employer is the party who will employ the Contractor to carry out the
The Engineer is the person named in the Contract Data (or any other
competent person appointed and notified to the contractor to act in replacement of
the Engineer) who is responsible for supervising the Contractor, administering the
Contract, certifying payments due to the Contractor, issuing and valuing Variations
to the Contract, awarding extensions of time, and valuing the Compensations
Equipment is Contractor’s machinery and vehicles brought temporarily to
the site to construct the Works.
The Initial Contract Price is the Contract Price listed in the Employer’s
Letter of Acceptance.
The Intended Completion Date is the date on which it is intended that the
Contractor shall complete the Works. The Intended Completion Date is specified in
the Contract Data. The Intended Completion Date may be revised only by the
Engineer by issuing an extension of time.
Materials are all supplies, including consumables, used by the contractor for
incorporation in the works.
Plant is any integral part of the work which is to have mechanical, electrical,
electronic or chemical or biological functions.
The Site is the area defined as such in the Contract Data.
Site Investigation Reports are those which were included in the Bidding
documents and are factual interpretive reports about the surface and subsurface
conditions at the site.
Specifications means the Specifications of the works included in the Contract
and any modification or addition made or approved by the Engineer.
The Start Date is given in the Contract Data. It is the date when the
Contractor shall commence execution of the works. It does not necessarily coincide
with any of the Site Possession Dates.
A Subcontractor is a person or corporate body who has a Contract with the
Contractor to carry out a part of the work in the Contract which includes work on the
Temporary Works are works designed, constructed, installed, and removed
by the Contractor which are needed for construction or installation of the Works.
A Variation is an instruction given by the Engineer, which varies the Works.
The Works are what the Contract requires the Contractor to construct, install,
and turn over to the Employer, as defined in the Contract Data.
2. Interpretation
2.1 In interpreting these Conditions of Contract, singular also means plural, male
also means female or neuter and the other way around. Heading have no
significance. Words have their normal meaning under the language of the
Contract unless specifically defined. The Engineer will provide instructions
clarifying queries about Conditions of Contract.
2.2 If sectional completion is specified in the Contract Data, references in the
Conditions of Contract to the Works, the Completion date, and Intended
Completion Date apply to any Section of the Works (other than references to
the Completion Date and Intended Completion date for the whole works)
2.3 The documents forming the Contract shall be interpreted in the following
order of priority
(2) Letter of Acceptance, notice to proceed with works
(3) Contractor’s Bid
(4) Contract Data
(5) Conditions of Contract including Conditions of Contract
(6) Specifications
(8) Bills of quantities and
(9) Any other document listed in the Contract Data as forming part of the
3. Language and Law
3.1 The language of the Contract and the law governing the Contract are stated in
the Contract Data.
4. Engineers Decisions
4.1 Except where otherwise specifically stated, the Engineer will decide
contractual matters between the Employer and the Contractor in the role
representing the Employer.
5.1 The Engineer may delegate any of his duties and responsibilities to other
people after notifying the Contractor and may cancel any delegation after
notifying the Contractor.
6. Communications
6.1 Communications between parties which are referred to in the conditions are
effective only when in writing. A notice shall be effective only when it is
delivered (in terms of Indian Contract Act).
7. Sub-Contracting
7.1 The Contractor may subcontract any portion of work, up to a limit specified in
contract data, with the approval of the engineer but may not assign the
Contract without the approval of the Employer in writing. Subcontracting
shall not alter the Contractor’s obligations. Sub-contracting of supply or
specific items of work is not allowed.
7.2 The sub-contractor must be registered in appropriate class and category for
the part of work to be subcontracted.
8. Other Contractors
8.1 The Contractor shall cooperate and share the Site with other contractors,
public authorities, utilities and the Employer between the dates given in the
Schedule of other Contractor. The Contractors shall as refer to in the Contract
Data, also provide facilities and services for them as described in the
Schedule. The employer may modify the schedule of other contractors and
shall notify the contractor of any such modifications.
9.1 The Contractor shall employ the key personnel named in the Schedule of Key
Personnel as referred to in the Contract Data to carry out the functions stated
in the Schedule or other personnel approved by the Engineer. The Engineer
will approve any proposed replacement of key personnel only if their
qualifications, abilities, and relevant experience are substantially equal to or
better than those of the personnel listed in the Schedule.
9.2 If the engineer asks the Contractor to remove a person who is a member of
the Contractor Staff or his work force stating the reasons the Contractor shall
ensure that the person leaves the Site within seven days and has no further
connection with the work in the Contract.
10. Employer’s and Contractors Risks
10.1 The Employer carries the risk which these Contract states are Employer’s
risks, and the Contractor carries the risks which these Contracts states are
Contractors risk.
11. Employer’s Risks
11.1 The employer is responsible for the excepted risks which are (a) in so far as
they directly affect the execution of the Works, the risks of war, hostilities,
invasion, act of foreign enemies, rebellion, revolution, insurrection or military
or usurped power, civil war, riot commotion or disorder (unless restricted to
the Contractor’s employees), and contamination from any nuclear fuel or
nuclear waste or radioactive toxic explosive.
12. Contractor’s Risks
12.1 All risks of loss of or damages to physical property and of personal injury and
death which arise during and in consequence of the performance of the
Contract other than the excepted risks are the responsibility of the
13.1 The Contractor shall provide, in the joint names of the Employer and the
Contractor, insurance cover from the Start date to the end of the Defects
Liability Period, in the amounts and deductibles stated in the Contract data
for the following events which are due to the Contractor’s risks:
(a) Loss of or damage to the works, Plant and materials,
(b) Loss of or damage to Equipment
(c) Loss of or damages of property (expect the Works, Plant, Materials and
Equipment) in connection with the Contract; and
(d) Personal injury or death.
13.2 Policies and certificates for insurance shall be delivered by the Contractor to
the Engineer for the Engineer’s approval before the Start Date. All such
insurance shall provide for compensation to be payable in the types and
proportions of currencies required to rectify the loss or damage incurred.
13.3 If the Contractor does not provide any of the policies and certificates
required, the Employer may affect the insurance which the Contractor should
have provided and recover the premiums the Employer has paid from
payments otherwise due to the Contractor or, if no payment is due, the
payment of the premiums shall be a debt due.
13.4 Alterations to the terms of an insurance shall not be made without the
approval of the Engineer.
13.5 Both parties shall comply with any conditions of the insurance policies.
14. Site Investigation Report
14.1 The Contractor in preparing the Bid shall rely on any site Investigation
reports referred to in the Contract Data, supplemented by any information
available to the Bidder.
15. Queries about the Contract data
15.1 The engineer will clarify queries on the Contract Data
16. Contractor to Construct the Works
16.1 The Contractor shall construct and install the works in accordance with the
specification and Drawings.
17. The Works to be completed by the Intended Completion Date
17.1 The Contractor may commence execution of the Works on the Start Date and
shall carry out the Works in accordance with the programme submitted by
the Contractor, as updated with the approval of the Engineer, and complete
them by the Intended Completion date
18. Approval by the Engineer
18.1 The Contractor shall submit Specifications and Drawings showing the
proposed Temporary works to the Engineer, who is to approve them if they
comply with the Specifications and drawings.
18.2 The Contractor shall be responsible for design of temporary works.
18.3 The Engineer’s approval shall not alter the contractor responsibility for
design of the Temporary works.
18.4 The Contractor shall obtain approval of third parties to the design of the
Temporary works where required.
18.5 All Drawings prepared by the Contractors for the execution of the temporary
or permanent work are subject to prior approval by the Engineer before their
19.1 The Contractor shall be responsible for the safety of all activities on the Site.
20. Discoveries
20.1 Anything of historical or other interest or of significant value unexpectedly
discovered on the site is the property of the Employer. The contractor is to
notify the engineer of such discoveries and carry out the Engineer’s
instructions for dealing with them.
21. Possession of the Site
21.1 The Employer shall give possession of all parts of the site to the Contractor. If
possession of a part is not given by the date stated in the Contract Data the
Employer is deemed to have delayed the start of the relevant activities and
this will be a Compensation Event.
21.2 If within 25% of the time limit of the project, 80% of possession of the site is
not handed over to the Contractor, then contractor/ Employer may fore-close
the contract. Contractor/Employer has to foreclose the work within 30 days
after lapse of 25%-time limit and after 30 days foreclosure option will be
22. Access to the Site
22.1 The Contractor shall allow the Engineer and any person authorized by the
Engineer access to the Site, to any place where work in connection with the
Contract is being carried out or is intended to be carried out and to any place
where materials or plants are being manufactured/ fabricated/ assembled for
23. Instructions
23.1 The Contractor shall carry out all instructions of the Engineer pertaining to
works which comply with the applicable laws where the site is located.
23.2 The Contractor shall permit the Employer to inspect the Contractor’s
accounts and records relating to the performance of the Contractor and to
have them audited by auditors appointed by the Employer, if so required by
24.1 If the Contractor is of the view that a decision taken by the Engineer was
either outside the authority given to the Engineer by the Contract or that the
decision was wrongly taken, the decision shall be referred to
Superintending Engineer(O&M), SSNNL, Gandhinagar within 14 days of
the notification of the Engineer's decision. If the issue is not resolved, any
party can refer the matter for conciliation within 15 days from the
decision given by t h e Superintending Engineer(O&M), SSNNL,
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the Superintending Engineer(O&M), SSNNL,
Gandhinagar, both the parties have to refer to the Chief Engineer
concern for the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied
with the decision of the Superintending Engineer(O&M), SSNNL,
Gandhinagar, both the parties have to refer to the
Director(CAD), SSNNL for the conciliation process.
If the dispute is not resolved through the conciliation process, he may refer
the dispute to Gujarat Public Works Contract Dispute Arbitration Tribunal. If
the Contractor fails to refer a claim / dispute to the Higher Authority within
14 days of the notification of the Engineer's decision, the Contractor shall not
be entitled to any additional payment/claim if he doesn’t follow the above
sequence in stipulated time and he should not stop the work.
25. Procedure for Disputers
25.1 The arbitration shall be conducted in accordance with the arbitration
procedure stated in the Special Conditions of Contract.
B. TIME CONTROL
27.1 Within the time stated in the Contract Data the Contractor shall submit to the
Engineer for approval a Programme showing the general methods,
arrangements orders, and timing for all the activities in the works along with
monthly cash flow forecast.
27.2 An update of the Programme shall be a programme showing the actual
progress achieved on each activity and the effect of the progress achieved on
the timing of the remaining work including any changes to the sequence of
the activities.
27.3 The Contractor shall submit to the Engineer, for approval an updated
programme at intervals no longer than the period stated in the Contract data.
If the Contractor does not submit an updated programme within this period,
the Engineer may withhold the amount stated in the Contract data from the
next payment after the date on which the overdue programme has been
27.4 The Engineer’s approval of the programme shall not alter the Contractor’s
obligations. The Contractor may revise the programme and submit it to the
Engineer again at any time. A revised programme is to show the effect of
Variations and Compensations events.
28. Extension of the Intended Completion Date
28.1 The Engineer shall extend the Intended Completion Date if a compensation
Event occurs or a Variation is issued which makes it impossible for
completion to be achieved by the Intended Completion Date without the
Contractor taking steps to accelerate the remaining work and which would
cause the Contractor to incur additional cost.
28.2 The Engineer shall decide whether and by how much to extend the Intended
Completion Date within 35 days of the Contractor asking the Engineer for a
decision upon the effect of a compensation event or Variation and submitting
full supporting information. If the Contractor has failed to give early warning
of a delay or has failed to cooperate in dealing with a delay, the delay by this
failure shall not be considered in assessing the new Intended Completion
28.3 The Engineer shall within 14 days of receiving full justification from the
contractor for extension of Intended Completion Date refer to the Employer
his decision. The employer shall in not more than 21 days communicate to the
engineer the acceptance or otherwise of the Engineer’s decision. If the
employer fails to give his acceptance, the Engineer shall not grant the
extension and the contractor may refer the matter under Clause
30. Delays Ordered by the Engineer
30.1 The Engineer may instruct the Contractor to delay the start or progress of any
activity within the works.
31. Management Meetings
31.1 Either the Engineer or the Contractor may require the other to attend a
management meeting. The business of a management meeting shall be to
review the plans for remaining work and to deal with matters raised in
accordance with the early warning procedure.
31.2 The Engineer shall record the business of management meetings and is to
provide copies of his record to those attending the meeting and to the
Employer. The responsibility of the parties for actions to be taken is to be
decided by the Engineer either at the management meeting or after the
management meeting and stated in writing to all who attended the meeting.
32. Early Warning
32.1 The Contractor is to warn the Engineer at the earliest opportunity of specific
likely future events or circumstances that may adversely affect the quality of
the work, increase the Contract price or delay the execution of works. The
Engineer may require the contractor to provide an estimate of the expected
effect of the future event or circumstance on the contract price and
completion date. The estimate is to be provided by the Contractor as soon as
reasonably possible.
32.2 The Contractor shall cooperate with the Engineer in making and considering
proposals for how the effect of such an event or circumstance can be avoided
or reduced by anyone involved in the work and in carrying out any resulting
instruction of the Engineer.
C. QUALITY CONTROL
33. Identifying Defects/ Defect liability period
33.1 : Defect liability period: The contractor shall be responsible to make good and
remedy at his own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of completion.
The Engineer in charge shall give the contractor a notice in writing about the
defects and the contractor shall make good the same within 15 days of receipt
of the notice. In the case of failure on the part of the contractor, the Engineer-
in-charge may rectify or remove or re-execute the work at the risk & cost of
the contractor. The Engineer-in-charge shall be entitled to appropriate the
whole or any part of the amount of security deposit towards the expenses, if
any, Incurred by him in rectification, removal or re- execution. The Defects
Liability period shall be as under....
A. For works of SSNNL Except building
(a) (i) For all works costing up to Rs. 50,000 (amount put to tender), the period
shall be 3 Months from the certified date of completion.
(b) (1) For SSNNL works likes Check Dam/ Canal/ Drainage/Road Structure
tender amount from Rs.50,000 to 10,00,000, the defect liability period shall be
12 months from the certified date of completion.
(2) For SSNNL work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from Rs.50,000 to 10,00,000, the defect liability
period shall be 6 months from the certified date of completion.
(c)(1)For SSNNL works likes Check Dam/ Canal/ Drainage/Road Structure tender
amount more than Rs.10,00,000, the defect liability period shall be 3 Years
from the certified date of completion.
(2) For SSNNL work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from Rs.10,00,000 to 1 Crore, the defect liability
period shall be 12 months from the certified date of completion.
(d)(1)For all SSNNL works of tender amount more than Rs.1 Crore, the defect
liability period shall be 3 Years from the certified date of completion
B. For Building works of SSNNL:-
For Building works of SSNNL, Follow the R&B Circular
dated.03/12/2009
For original building works the defect liability period will be 4years or elapse
of 4 monsoon period following date of possession of building taken over by
user agency following the certified date of completion, whichever is later.
For the purpose of deciding the monsoon period, the 30th September shall be
treated as the last date.
WRD CircularNo. Matas/102013/MICELL(K-1) Dated 13/12/2013
33.2 For Road work :
Free maintenance guarantee period for works of Road/Bridge construction
(a) For resurfacing work of road free maintenance guarantee period one year
from the date of completion.
(b) In case of widening of the road/strengthening of the road/bridge, the
contractor shall have to give four years free maintenance guarantee from the
certified date of completion. During this period the contractor shall visit the
site every three months along with the concerned Section Officer / Deputy
Executive Engineer and will examine the work already carried out in this
contract like road work, jungle cutting, side shoulders, side gutter, road
furniture, patta etc. and will prepare Km. wise inspection report duly signed
by all concerned and any defect observed shall be done within 15 days by the
contractor at his risk and cost as per the direction of Engineer in charge. The
contractor needs to do videography of these visits and require to submit at the
time of release of FMG. If B.T. the surface during the maintenance period of
years is worn out then agency shall have to provide renewal coating as per
tender item as directed by the Engineer-in-charge. The amount equivalent to
5% of each running bill shall be withheld and will be released after the free
maintenance guarantee period (i.e. 4 years) is over.
However, this amount shall be released against fixed deposit or bank
guarantee pledged in the name of Executive Engineer after completion
certificate of work is issued.
(1) The flakiness and elongation index (combined) for coarse aggregates under no
circumstances shall exceed the allowable limit set forth in the relevant clause
for the material in question.
(2) 2% of the amount eligible for the payment of bituminous iterns shall be
withheld till the miscellaneous items like earthwork in embankment / cutting
for side shoulders, side gutters, kilometer / indicator/guard stones, sign
boards etc. are completed in all respect by the contractor. After completion of
the miscellaneous items, the above said 2% withheld amount shall be released.
(3) Videography for the surface under Maintenance Guarantee is to be done as per
Govt. letter No.: SSR/10/2015-16/26/C, Dtd. 26/11/15 for the work costing
more than Rs. 5.00 Crore.
(4) Setting up of adequate laboratory & deployment of quality engineers. The
contractor shall have to set up the laboratory with adequate equipment. Till the
setting up of adequate laboratory is completed & reported of this to the
engineer (subject to due verification by engineer's representative) by
contractor in writing, Rs.2,00,000/- shall be withheld. The qualified quality
Engineer shall be deployed exclusively for this contract by the contractors. If
quality Engineer is not deployed by contractor within one month after the date
of work order, the amount equivalent to Rs.20,000 per month shall be
recovered till the actual deployment of quality engineer. The amount so
recovered towards the deployment of quality engineers shall not be refunded.
(5) Asphalt work will have to be cross checked as per G.R. No.: RGN/60/
2006/35/C, dtd.31/05/07 before final bill is paid.
(6) Maintenance during Construction Period
During the Construction Period, the Contractor shall maintain, at his own risk
and cost, the existing lane(s) of the road so that the traffic worthiness and
safety thereof are at no time materially inferior as compared to their condition
10 (ten) days prior to the date of the Agreement, and shall undertake the
necessary repair and maintenance works for this purpose; provided that the
Contractor may, at his cost, interrupt and divert the flow of traffic if such
interruption and diversion is necessary for the efficient progress of works and
conforms to Good Industry Practice; provided further that such interruption
and diversion shall be undertaken by the Contractor only with the prior
written approval of the Executive Engineer which approval shall not be
unreasonably withheld. For the avoidance of doubt, it is agreed that the
Contractor shall at all times be responsible for ensuring safe operation of the
33.3 The Engineer shall check the Contractor’s work and notify the Contractor of
any defects that are found. Such checking shall not affect the Contractor’s
responsibilities the Engineer may instruct the Contractor to search for a
Defect and to uncover and test any work that the Engineer considers may
34.1 If the engineer instructs the Contractor to carry out a test not specified in the
Specification to check whether any work has a Defect and the test shows that
it does, the Contractor shall pay for the test and any samples. If there is no
defect the test shall be a Compensation Event.
34.2 #1% of the amount of work done for works upto Rs. 10 crore of estimate cost
should be deducted from R.A. Bill of the contractor for testing the quality of
material workmanship. Whereas for estimated cost of works more than
crore, the charges for testing of quality of material workmanship shall be
deducted from R.A. bill of contractor as per actual charges. As Per GoG NWRWS
& K Department's Circular No. PARCH/132023/401/MICELL Dated
34.3 Agency has to establish testing laboratory on site for the various test to be
carried out in the work for this purpose agency shall construct a pukka
laboratory building with all facility on site at location specified by the
engineer in charge.
35. Correction of defects
35.1 The engineer shall give notice to the Contractor of any defects before the end
of the defects Liability Period, which begins at Completion and is defined in
the contract data. The Defects Liability Period shall be extended for as long as
Defects remain to be corrected.
35.2 Every time notice of a Defect is given, the Contractor shall correct the notified
defect within the length of time specified by the Engineer’s notice.
36. Uncorrected Defects
36.1 If the Contractor has not corrected a defect within the time specified in the
Engineer’s notice, the Engineer will assess the cost of having the Defect
corrected, and the Contractor will pay this amount.
D. COST CONTROL
37. Bill of Quantities
37.1 The bill of Quantities shall contain items for the constructions, installation,
testing and commissioning work to be done by the Contractor.
37.2 The bill of Quantities is used to calculate the Contract price. The Contractor is
paid for the quantity of the work done at the rate in the Bill of Quantities for
38. Change in the Quantities
38.1 The Engineer shall have power to make any alterations in or addition to the
original specifications , drawings, designs and instructions that may appear to
him to be necessary or advisable during the progress of the work and the
contractor shall be bound to carry out the work in accordance with any
instruction in this connection which may be given to him in writing signed by
the Engineer and such alteration shall not invalidate the contract and any
additional work which the contractor may be directed to do in the manner
above specified as part of the work shall be carried out by the contractor on
the same conditions in all respects on which he agreed to do the main work
and at the same rate as are specified in the tender for the main work.
Except that when the quantity of any item exceeds the quantity as in the
tender by more than 130%, the contractor will be paid for the quantity in
excess of 130%, at the rate entered in the SOR of the year during which the
excess in quantity is first executed.
39.1 All Variations shall be included in updated programmes produced by the
40. Payments for Variations
40.1 If the additional or altered work includes any class of work for which no rate
is specified in this contract, then such class of work shall be carried out as
(i) At the rate derived from the item within the contract which is comparable to
the one involving additional or altered class of work; where there are more
than one comparable items, the item of the contract which is nearest in
comparison with regard to class or classes of the work involved shall be
selected and the decision of the Superintending Engineer as to the nearest
comparable item shall be final and binding on the contractor.
(ii) If the rate cannot be derived in accordance with (i) above, such class of works
shall be carried out at the rate entered in the Schedule of Rates of the division
for the year in which the tender was received, increased or decreased by the
percentage by which the tender amount is more or less as compared to the
amount arrived at the rates in the “Schedule of Rates” of the Division in the
year in which the tender was received. If the Schedule of rates of the Division
does not contain all the items, the percentage increase or decrease of the
tender shall be calculated considering such items which were included in the
“Scheduled Rates” of the division for the year and for materials consumed on
such item the rate to be charged would be the basic rate taken into account
for fixing the rate in S.O.R. referred to above.
(iii) If it is not possible to arrive at the rate from (i) and (ii) above, such class of
work shall be carried out at the rate decided by the competent authorities on
the basis of detailed rate analysis after hearing the contractor before a
Committee of two Superintending Engineers stationed at the same place or
the nearest place.
40.2 If the additional or altered work, for which no rate is entered in the “Schedule of
Rates” of the Division is ordered to be carried out before the rate is agreed
upon, then the contractor shall within seven days of the date of receipt by him
of the order to carry out the work, inform the Engineer-in-charge of the rate,
which it is his intention to charge for such class of work and if the Engineer in
charge does not agree to this rates, he shall by notice in writing be at liberty
to cancel his order to carry out such class of work and arrange to carry it out
in such manner as he may consider it advisable, provided always that if the
contractor shall commence work or incur any expenditure in regard thereof
before the rates shall have been determined as lastly herein before
mentioned, then in such cases he shall only be entitled to be paid in respect of
the work carried out or expenditure incurred by him prior to the date of the
determination of the rate as aforesaid according to such rate or rates as shall
be fixed by the Engineer-in-charge. In the event of the dispute, the decision of
the Superintending Engineer of the Circle shall be final.
Where, however, the work is to be executed according to the designs,
drawings and specifications recommended by the contractor and accepted by
the competent authority, the alternation above referred to shall be within the
scope of such designs, drawings and specifications appended to the tenders.
The time limit for the completion of the work shall be extended in the
proportion that the increase in the cost occasioned by alterations bears to the
cost of the original work and the certificate of the Engineer-in-charge as to
such proportion shall be final and conclusive.
41. Cash Flow Forecasts
41.1 When the programme is updated, the contractor is to provide the engineer
with an updated cash flow forecast.
42. Payment certificates.
42.1 The Contractor shall submit to the Engineer monthly statements of the
estimated value of the work completed less the cumulative amount certified
42.2 The Engineer shall check the Contractor’s monthly statement within 14 days
and certify the amount to be paid to the Contractor after taking in to account
any credit or debit for the month in question in respect of materials for the
works in the relevant amounts and under conditions set forth in sub-clause
32.3 of the Contract Data (secured Advance).
42.3 The value of work executed shall be determined by the Engineer.
42.4 The value of work executed shall comprise the value of the quantities of the
items in the Bill of Quantities completed.
42.5 The value of work executed shall include the valuation of variations and
compensation events.
42.6 The Engineer may exclude any item certified in a previous certificate or
reduce the proportion of any item previously certified in any certificate in the
light of later information
43.1 Payments shall be adjusted for deductions for advance payments, retention,
other recoveries in terms of the contract and taxes at source, as applicable
under the law. The Employer shall pay the Contractor the amounts certified
by the Engineer within 28 days of the date of each certificate.
43.2 Payment of GST (prevailing rates) on the amount payable under the contract
to the Contractor will be made by the Employer. Hence, it is the responsibility
of the contractor to pay the GST to the concerned Authority.
43.3 Items of the works for which no rate or price has been entered in will not be
paid by the Employer and shall be deemed covered by other rates and prices
in the Contract.
44. Compensation events
44.1 The following are compensation Events unless they are caused by the
(a) The Employer does not give access to a part of the Site by the site
Possession date stated in Contract data to the Contractor
44.2 In case of compensation event occurs and it prevents the work being
completed beyond the Intended Completion Date then Authority will approve
EOT with eligible contractual price escalation.
45.1 The rates quoted by the Contractor must be inclusive of all taxes prevailing on
due date of bid submission except GST. However, any subsequent changes in
the tax structure by Government after due date of bid submission will be
compensated (+/-) on availability or submission of actual documentation.
Contractor will have to intimate Engineer regarding changes occurred in the
tax structure after bid submission. If the contractor fails to provide such
information and if any financial obligation may arise due to change in tax
structure, same will be recovered from the contractor.
45.2 GST will be paid separately on the bills. Hence, it is the responsibility of the
contractor to pay the GST to the concerned Authority.
46. Currencies.
46.1 All payment shall be made in Indian Rupees.
47. Price Adjustment
47.1 Contract price shall be adjusted for increase or decrease in rates and price of
labour, materials, fuels and lubricants in accordance with the following
principles and procedures and as per formula given in the contract data:
(a) The price adjustment shall apply for the work done from the start date
given in the contract data up to end of the initial intended completion date
or extensions granted by the Engineer and shall not apply to the work
carried out beyond the stipulated time for reasons attributable to the
(b) The price adjustment shall be determined during each month from the
formula given in the contract data.
(c) Following expressions and meanings during to the work done during each
R = Total value of work done during the month. It would include the
amount of secured advance granted, if any, during the month less the
amount of secured advance recovered, if any during the month. It will
exclude value for works executed under variations for which price
adjustment will be worked separately based on the terms mutually
47.2 To the extent that full compensation for any rise or fall in costs to the
contractor is not covered by the provisions of this or other clause in the
contract, the unit rates and prices included in the contract shall be deemed to
include amounts to cover the contingency of such other rise or fall in costs.
48.1 The Employer shall retain from each payment due to Contractor the
proportion stated in the Contract Data until Completion of the whole of the
48.2 On Completion of the whole of the Works half the total amount retained is
48.2 On Completion of the whole of the Works half the total amount retained is
repaid to the Contractor and half when the Defects Liability Period has passed
and the Engineer has certified that all Defects notified by the Engineer to the
Contractor before the end of this period have been corrected.
48.3 On completion of the whole works, the contractor may substitute retention
money with an “on demand” Bank guarantee.
In case, Contractor requests for refund of the Retention Money
deducted by the Employer under the provision of this clause, Employer shall
consider the said request of the Contractor provided that the refund
hereunder shall be made in tranches of not less than 1% (One Percent) of the
Contract Price and Contractor furnishes an irrevocable and unconditional
Bank guarantee for an equal amount substantially in the format of Bank
Guarantee for Performance Guarantee enclosed with SBD and valid up to
day beyond the scheduled / extended Defects Liability Period. On completion
of the whole works, the contractor has however an option to submit a fresh
irrevocable and unconditional Bank Guarantee for an amount equal to 5% of
the total value of work executed substantially in the format of Bank Guarantee
for Performance Guarantee enclosed with SBD and valid up to 60 days beyond
the Defect Liability Period and yet refund the Retention Money Bank
Guarantee submitted for refund of Retention Money.
49. Liquidated Damages
49.1 The Contractor shall pay liquidated damages to the Employer at the rate per
day stated in the Contract Data for each day that the Completion Date is later
than the Intended Completion Date (for the whole works or the milestone as
stated in the contract data). The total amount of liquidated damages shall not
stated in the contract data). The total amount of liquidated damages shall not
exceed the amount defined in the Contract Data. The Employer may deduct
liquidated damages from payment due to the Contractor. Payment of
liquidated damages does not affect the Contractor’s liabilities.
49.2 If the Intended Completion Date is extended after liquidated damages have
been paid, the Engineer shall correct any overpayment of liquidated damages
by the Contractor by adjusting the next payment certificate. The Contractor
shall not be entitled for any interest on the over payment calculated from the
date of payment to the date of repayment.
49.3 If the contractor fails to comply with the time for completion as stipulated in
the tender, then the contractor shall pay to the employer the relevant sum
stated in the Contract Data as Liquidated damages for such default and not as
penalty for everyday or part of day which shall elapse between relevant time
for completion and the date stated in the taking over certificate of the whole
of the works on the relevant section, subject to the limit stated in the contract
The employer may, without prejudice to any other method of recovery
deduct the amount of such damages from any monies due or to become due to
the contractor. The payment or deduction of such damages shall not relieve
the contractor from his obligation to complete the works on from any other of
his obligations and liabilities under the contract.
49.4 If, before the Time for Completion of the whole of the Works or, if applicable
any Section, a Taking Over Certificate has been issued for any part of the
Works or of a Section, the liquidated damages for delay in completion of the
remainder of the Works or of that Section shall, for any period of delay after
the date stated in such Taking-Over-Certificate, and in the absence of
alternative provisions in the Contract, be reduced in the proportion which the
value of the part so certified bears to the value of the whole of the Works or
Section, as applicable. The provisions of this Sub-clause shall only apply to the
rate of liquidated damages and shall not affect the limit thereof.
50.1 If the contractor achieves completion of the whole of the works prior to the
intended Completion Date prescribed in Contract Data the Employer shall
pay to the contractor a sum stated in Contract Data as bonus for every
completed month but subjected to maximum amount as stated in
Contract Data; which shall elapse between the date of completion of all
items of works as stipulated in the contract, including variations ordered by
the Engineer and the time prescribed in Clause
50.2 Bonus shall be paid only to works amounting to above INR 5 crore with time
limit of the works is equal or more than 6 months. The bonus would be paid
% of Time Saved % of Initial Contract Price
entitled for Bonus
Less than 10% 0%
51. Advance Payment.
51.1 The Employer shall make advance payment (not to be paid less than two
installments except in special circumstances for which the reason to be
Recorded in writing) to the Contractor of the amounts stated in the Contract
Date by the date stated in the Contract Date, against provision by the
Contactor of an Unconditional Bank Guarantee in a form and by a bank
acceptable to the Employer in amounts and currencies equal to be at least
110% of the advance payment. The guarantee shall remain effective until the
advance payment has been repaid, but the amount of the guarantee shall be
progressively reduced by the amounts repaid by the Contractor. The
Mobilization advance would be deemed as interest bearing advance at an
interest rate of 10 % to be compounded, quarterly.
51.2 The Contractor is to use the advance payment only to pay for Equipment,
plant and Mobilization expenses required specifically for execution of the
Works. The Contractor shall demonstrate that advance payment has been
used in this way by supplying copies of invoices or other documents to the
51.3 The advance payment shall be repaid by deduction proportionate amount
from payments otherwise due to the Contractor, following the schedule of
completed percentages of the Works on a payment basis. No account shall be
taken of the advance payment or its repayment in assessing valuations of
work done, variations, price adjustments, Compensation Events, or
Liquidated damages.
52.1 The performance Security (including additional security for unbalanced bids)
shall be provided to the Employer no later than the date specified in the Letter
of Acceptance and shall be issued in an amount and form and by a bank or
surety acceptable to the Employer, and denominated in Indian Rupees. The
performance Security shall be valid until a date 60 days from the certified date
of completion of the project and the additional security for unbalanced bids
shall be valid until a date 28 days from the date of issue of the certificate of
completion of the work.
Performance and Additional Performance Security shall become
refundable/releasable within 15 days after project certified completion date
subject to fulfillment of contractual obligation and settlement of all dues and
54. Cost of Repairs.
54.1 Loss or damage to the Works or Materials to be incorporated in the Works
between the Start date and the end of Defects Correction periods shall be
remedied by the Contractor at the Contractor’s cost if the loss or damages
arises from the Contractor’s acts or omissions.
E. FINISHING THE CONTRACT
55.1 The Contractor shall request the Engineer to issue a Certificate of Completion
of the works and the Engineer will do so upon deciding that the work is
56. Taking Over
56.1 The Employer shall take over the Site and the Works within seven days of the
Engineer issuing a certificate of Completion.
57. Final Account
57.1 The Contractor shall supply to the Engineer a detailed final account of the
total amount that the Contractor considers payable as full and final settlement
total amount that the Contractor considers payable as full and final settlement
of all claims under the Contract for items before the end of the Defects
Liability Period. The Engineer shall issue a Defect Liability Certificate and
certify any final payment that is due to the Contractor within 56 days of
receiving the Contractor's account if it is correct and complete. If it is not, the
Engineer shall issue within 56 days a schedule that states the scope of the
corrections or additions that are necessary. If the Final Account is still
unsatisfactory after it has been resubmitted, the Engineer shall decide on the
amount payable to the Contractor and issue a payment certificate, within
days of receiving the Contractor’s revised account.
57.2 If reversal in characteristic of tender (L1 becoming L2) on account of excesses
and savings in final account is observed, the Engineer/Employer shall be at
liberty to restrict the final payment of BOQ items to the lowest amount
evaluated of the bids considering the final quantities and the rates quoted
including the rebates if any. Payment of variation items shall however be
made at the rates approved by the Employer, within 90 days from the
physical completion of work.
58. Operating and Maintenance Manuals
58.1 If “as built” drawings and/or operating and maintenance manuals are
required, the Contractor shall supply them by the dates stated in the Contract
58.2 If the Contractor does not supply the Drawings and/or manuals by the dates
stated in the Contract data, or they do not receive the Engineer’s approval, the
Engineer shall withhold the amount stated in the Contract Data from
payments due to the Contractor.
59. Termination
59.1 The Employer or the Contractor may terminate the Contract if the other party
causes a fundamental breach of the Contract.
59.2 Fundamental breaches of Contract include, but shall not be limited to the
1. The contractor stops work for 28 days when no stoppage of work is
shown on the current programme and the stoppage has not been
authorized by the Engineer
2. The Engineer instructs the Contractor to delay the progress of the Works
and the instructions is not withdrawn within 28 days;
3. The Employer or the Contractor is made bankrupt or goes into liquidation
other than for a reconstructions or amalgamation
4. A payment certified by the Engineer is not paid by the Employer to the
Contractor within 56 days of the date of the Engineer’s certificate
5. The Engineer gives Notice that failure to correct a particular Defect is a
fundamental breach of Contract and the Contractor fails to correct it
within a reasonable period of time determined by the Engineer;
6. The Contractor does not maintain a security which is required;
7. The Contractor has delayed the completion of works by the number of
days for which the maximum amount of liquidated damages can be paid as
defined in the Contract data; and
8. If the Contractor, in the judgment of the Employer has engaged in corrupt
or fraudulent practices in competing for or in executing the Contract.
For the purpose of this paragraph: “corrupt practice” means the
offering, giving, receiving or soliciting of anything of value to influence the
action of a public official in the procurement process or in contract execution.
“Fraudulent practice” means a misrepresentation of facts in order to influence
a procurement process or the execution of a contract to the detriment of the
borrower, and includes collusive practice among Bidders (prior to or after bid
submission) designed to establish bid prices at artificial non-competitive
levels and to deprive the Borrower of the benefits of free and open
59.3 When either party to the Contract gives notice of a breach of contract to the
Engineer for a cause other than those listed under Sub Clause 59.2 above, the
Engineer shall decide whether the breach is fundamental or not.
59.4 Notwithstanding the above, the employer may terminate the Contract for
60. Payment upon Termination
60.1 If the Contract is terminated because of a fundamental breach of Contract by
the Contractor, the Engineer shall issue a Certificate for the value of the work
done less advance payments received up to the date of the issue of the
certificate, less other recoveries due in terms of the contract, less taxes due to
deducted at source as per applicable law and less the percentage to apply to
the work not completed as indicated in the Contract data. Additional
Liquidated Damages shall not apply. If the total amount due to the Employer
Liquidated Damages shall not apply. If the total amount due to the Employer
exceeds any payment due to the Contractor the difference shall be a debt
payable to the Employer.
60.2 If the Contract is terminated at the Employer’s convenience or because of a
fundamental breach of Contract by the Employer, the Engineer shall issue a
certificate for the value of the work done, the cost of balance material brought
by the contractor and available at site, the reasonable cost of removal of
equipment, repatriation of the Contractor’s personnel employed solely on the
works, and the Contractor’s cost of protecting and securing the Works and
less advance payment received up to the date of the certificate, less other
recoveries due in terms of the contract and less taxes due to deducted at
source as per applicable law.
61.1 All materials on the Site, Plant Equipments, Temporary Works and Works are
deemed to be property of the Employer, if the Contract is terminated because
of a Contractor’s default.
62. Release from Performance
62.1 If the Contract is frustrated by the outbreak of war of by any other event
entirely outside the control of either the Employer or the Contractor the
Engineer shall certify that the Contract has been frustrated. The Contractor
shall make the Site safe and stop work as quickly as possible after receiving
this certificate and shall be paid for all work carried out before receiving it
and for any work carried out afterwards to which commitment was made.
F. SPECIAL CONDITIONS OF CONTRACT
The Contractor shall, unless otherwise provided in the Contract, make
his own arrangements for the engagement of all staff and labour, local or
other, and for their payment of housing, feeding and transport.
The Contractor shall, if required by the Engineer, deliver to the
Engineer a return in detail, in such form and at such intervals as the Engineer
may prescribe, showing the staff and the numbers of the several classes of
labour from time to time employed by the Contractor on the site and such
other information as the Engineer may require.
64. COMPLIANCE WITH LABOUR REGULATIONS
During continuance of the contact, the Contractor and his sub-contractor shall
abide at all times by all existing labour enactments and rules made thereunder,
regulations, notification and bye laws of the State or central Government or
local authority and any other labour law (including rules), regulations, bye
laws that may be passed or notifications that may be issued under any labour
law in future either by the State or the Central Government or the local
authority. Salient features of some of the major labour laws that are
applicable to the construction industry are given below. The Contractor shall
keep the Employer indemnified in case any action is taken against the
Employer by the competent authority on account of contravention of any of
the provisions of any Act or rules made thereunder, regulations or
notifications including amendments. If the Employer is caused to pay or
reimburse, such amounts as may be necessary to cause or observe, or for
observance of the provisions stipulated in the notifications/bye
laws/Acts/Rules/regulations including amendments, if any, on the part of the
Contractor, the Engineer/employer shall have the right to deduct any money
due to the Contractor including his amount of performance security. The
Employer/Engineer shall also have the right to recover from the Contractor any
sum required or estimated to be required for making good the loss or damage
suffered by the Employer.
The employees of the Contractor and the Sub-Contractor in no case shall be
treated as the employees of the Employer at any point to time.
SALIENT FEATURES OF SOME MAJOR LABOUR AND OTHER LAWS APPLICABLE TO
ESTABLISHMENTS ENGAGED IN BUILDING AND OTHER CONSTRUCTIONS WORK
A) Workmen Compensation Act 1923 :- The Act provides for compensation in
case of injury by accident arising out of and during the course of employment.
B) Payment of Gratuity Act. 1972 :- Gratuity is payable to an employee under the
Act on satisfaction of certain conditions on separation if an employee has
completed 5 years service or more on death, the rate of 15 days wages for every
completed year of service. The Act is applicable to all establishments employing
10 or more employees.
C) Employees P.F. and Miscellaneous Provision Act 1952:- The Act Provides for
monthly contributions by the employer plus workers @ 10% or 8.33% The
benefits payable under the Act are :
1. Pension or family pension on retirement or death, as the case may be.
2. Deposit linked insurance on the death in harness of the worker.
3. Payment of P.F. accumulation on retirement/death etc.
D) Maternity Benefit Act 1951 :- The Act provides for leave and some other
benefits to women employees in case of confinement or miscarriage etc.
E) Contract Labour (Regulation & Abolition) Act 1970 : The Act provides for
certain welfare measures to be provided by the Contractor to contract labour and
in case the Contractor fails to provide, the same are required to be provided, by
the Principal Employer by Law. The principal Employer is required to take
Certificate of Registration and the Contractor is required to take license from the
designated Officer. The Act is applicable to the establishments or Contractor of
Principal Employer, if they employ 20 or more contract labour.
F) Minimum Wages Act 1948 :- The Employer is supposed to pay not less than the
Minimum Wages fixed by appropriate Government as per provisions of the Act, if
the employment is a scheduled employment. Construction of Building, Roads,
Runways are scheduled employment.
G) Payments of wages Act 1936:- It lays down as to by what date the wages are to
be paid, when it will be paid and what deductions can be made from the wages
of the workers.
H) Equal remunerations Act 1979 :- The Act provides for payment of equal
wages for work of equal nature to Male and Female workers and for not making
discrimination against female employees in the matter of transfer, training and
promotions etc.
I) Payments of Bonus Act 1965 :- The Act is applicable to all establishments
employing 20 or more employees. The Act provides for payments of annual
bonus subject to a minimum of 8.33% of wages and maximum of 20 % of wages
to employees drawing Rs. 3500/- per month or less. The bonus to be paid to
employees getting Rs, 2500/- per month or above Rs. 3500/- per month shall be
worked out by taking wages as Rs. 2500/- per month only. The Act does not
apply to certain establishments. The newly set-up establishments are exempted
for five years in certain circumstances. Some of the State Governments have
reduced the employment size from 20 to 10 for the purpose of applicability of
J) Industrial Disputes Act 1947 :- The Act lays down the machinery and
procedure for resolutions of Industrial disputes, in what situations a strike or
lock-out becomes illegal and what are the requirements for laying off or
retrenching the employees or closing down the establishment.
K) Industrial employment (standing Orders) Act 1946 :- It is applicable to all
establishments employing 100 or more workmen (employment size reduced by
some of the State and Central Government to 50). The Act provides for laying
down rules governing the conditions of employment by the Employer on
matters provided in the Act and get the same certified by the designated
L) Trade Unions Act 1926:- The Act lays the procedure for registration of trade
unions of workmen and employers. The Trade Unions registered under the Act
have given certain immunities from civil and criminal liabilities.
M) Child Labour (Prohibition & Regulation Act 1986 :- The Act prohibits
employment of children below 14 years of age in certain occupations and
process and provides for regulation of employment of children in all other
occupations and processes. Employment of Child labour is prohibited in Building
and Construction Industry.
N) Inter – St at e M igra nt wo rkmen’s (Regul a t ion of Emp lo yment &
Conditions of service) Act 1979:- The Act is applicable to an establishment
5 or more inter-state migrant workmen through an intermediary (who has
recruited workmen in one state for employment in the establishment situated in
another state).The inter-state migrant workmen, is an establishment to which
this Act becomes applicable, are required to be provided certain facilities such as
housing, medical aid, traveling expenses from home upto the establishment and
O) The Building and Other Construction workers (Regulation of employment
and Conditions of Service) Act 1996 and the Cess Act of 1996:- All the
establishments who carry on any building or other constructions work and
employ 10 or more workers are covered under this Act.
All such establishments are required to pay cess at the rate not exceeding 2% of
the cost of construction as may be modified by the government. The Employer of
the establishment is required to provide safety measures at the Building or
construction work and other welfare measures, such as canteens, First Aid
facilities, Ambulance, Housing accommodations for workers near the workplace
etc. The Employer to whom the Act applies has to obtain a registration certificate
from the Registering Officers appointed by the Government.
P) Factories Act 1948 :- The Act lays down the procedure for approval of plans
before setting up a factory, health and safety provisions, welfare provisions,
working hours, annual earned leave and rendering information regarding
accidents or dangerous occurrences to designated authorities. It is applicable to
premises employing 10 persons or more with aid of power or 20 or more
persons without the aid of power engaged in the manufacturing process.
Q) Royalty charges-The contractor shall pay the royalty to the competent
authority as per rule. The royalty charges paid shall be borne by the
contractor and shall not be reimbursed by the Employer.
R) Following Pollution control Acts and amendments made thereof
from time to time shall be applicable.
1. Water (Preservation and control of Pollution) Act,
2. Air (Prevention and Control of Pollution Act
3. Environmental (Protection) Act
The contractor must commit to adopting Environmental
management plan for best energy use, waste management, the reduction
of pollution as in EMS (Environmental Management system)ISO-14001-
65. ARBITRATION (GCC Clause 24)
The procedure for arbitration will be as follows: -
65.1 If the Contractor is of the view that a decision taken by the Engineer was either
outside the authority given to the Engineer by the Contract or that the decision
was wrongly taken, the decision shall be referred to Superintending Engineer
(O&M), SSNNL, Gandhinagar within 14 days of the notification of the
Engineer's decision. If the issue is not resolved, any party can refer the matter
for conciliation within 15 days from the decision given by the
Superintending Engineer.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decision of the Superintending Engineer (O&M), SSNNL, Gandhinagar,
both the parties have to refer to the Chief Engineer (Main Canal),
SSNNL, Gandhinagar concerned for the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied
with the decision of the Superintending Engineer, both parties have to
refer to the Nigam for the conciliation process.
If the dispute is not resolved through the conciliation process,
contractor may refer the dispute to Gujarat Public Works Contract Dispute
Arbitration Tribunal. If the Contractor fails to refer a claim / dispute to the
Higher Authority within 14 days of the notification of the Engineer's
decision, the Contractor shall not be entitled to any additional
payment/claim if he doesn’t follow the above sequence in stipulated time.
However, during such period, he would not stop the work in any case.
Clause Reference With
respect To section
Item marked “N/A” do not apply to this Contract.
1. The Employers is [CL.1.1]
Name: Executive Engineer
Address: Block No.12, 8th Floor, New Sachivalaya, Gandhinagar
Name of authorized Representative (will be intimated later)
2. The Engineer is Executive Engineer, N.P.Main Canal Dn.No.2,
Name of Authorized Representative: Shri N.V.Bhavsar
3. The Defects Liability Period is 36 months from the date of [CL.1.1&33]
4. The Start Date shall be 1st days for the date of issue of the Notice [CL.1.1]
to proceed with the work.
5. The Intended Completion Date for the whole of the works is [CL.1.1,17&2]
11 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 %83 days.
Milestone 2 i.e. 50 % 165 days.
Milestone 3 i.e. 75 % 248 days.
Milestone 4 i.e. 100 % 334 days..
6. The Site is located at Narmada Main Canal, Vill.Raipur to Karannagar [CL.1.1]
Ta. Gandhinagar, Kalol, Kadi, & Dist. Gandhinagar & Mehsana.
7. The name and identification number of the Contract is: As per tender [CL.1.1]
8. The works consist of Carryout FRL Marking Survey with Peg Fixing, [CL.1.1]
Preparation of Canal Marking & GIS Base on DILR Map and also
providing Barbed Wire Fencing along acquired boundary of
Narmada Main Canal Reach Ch. 220.907km to 263.574 km and at
SSNNL acquired open Plots.. with items as per B.O.Q. The works
shall, inter alia, include the following, as Specified or as directed:
(A) SSNNL Works :
Site clearance; setting - out and layout; Construction and Maintenance of all types of
dams and its component, earthen dam; spillway; installation of gate; excavation and
earth work, approach road, Inspection Bunglows, checkdams, bandhara, T.R., weir,
barrages, Flood Protection & Anti Sea Erosion work, canal lining and structures,, CD
Works, structure repairing, Jungale cutting, Desilting, etc. other SSNNL works.
(B) Road Works :
Site clearance; setting out and layout widening of existing carriageway and
strengthening including camber corrections; construction of new road/ Parallel
service road; bituminous pavements remodeling/construction of Junctions,
intersections, bus bays, lay-bays; supplying and placing of drainage Channels,
flumes, guard posts and guard other related items; construction/extension of cross
drainage works, bridge, approaches and other related stones; protective works for
roads/bridge; all aspects of quality assurance of various components of the
works; rectification of The defects in the completed works during the Defects
Liability Period; submission of “As- built’’ drawings and any other related
documents; and other item of work as may be required to be carried out for
completing the work in accordance with the drawings and the provisions of the
contract and to ensure safety.
(C) Bridge Works
provision of foundations, piers abutments and bearing; prestressed/reinforced
cement concrete superstructure; wearing coat, hand railings, expansion joints,
approach slabs, drainages spouts/ downtake pipes, arrangements for fixing light
posts, water mains, utilities etc; provision of suitably designed protective works;
providing wing/return walls; provision of road markings, road signs etc.; all aspects
of quality assurance; clearing the site and handing over the works on
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 price of bitumen of IOC depot at the nearest center:
- For the first 15 days of the month under consideration, the price
declared on the 1st day of that month.
- For the remaining days of the month under consideration, the
rate declared on the 16th day of that month
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 . 20.59 %
2. Cement – Pc 5.69 %
3. Steel - Ps 66.67 %
4. Bitumen - Pb 0.00 %
6. Plant & Machinery Spares Pp. 6.20 %
7. Other Materials - Pm. 0.85 %
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
TECHNICAL SPECIFICATIONS – SURVEY AND BOUNDARY MARKING OF
RIGHT OF WAY (RoW) OF NARMADA MAIN CANAL, FOR DEMARCATION,
IDENTIFICATION OF ENCROACHMENTS AND PROTECTION OF RoW
Item No. 1 FRL Marking Survey with Peg fixing excluding stone fixing
1.0 SCOPE OF WORK
1.1 Marking of the Narmada Main Canal (NMC) Right of Way (RoW) boundary on both banks over the
specified reach, based on the JM Sheet/DILR map collected by the Agency, read with the Land
Acquisition (LA) Award/possession plan of the concerned reach in accordance with Clause 2.4 below.
1.2 Fixing of temporary wooden pegs at 30 m interval along the identified RoW boundary line. Wherever
there is a change in boundary width, curvature, crossing, or any other location requiring additional
demarcation, additional pegs shall be fixed as directed by the Engineer-in-Charge (EIC).
1.3 Surveying and recording the coordinates of each fixed peg, including the relevant chainage/location
details, in both the projected and the geographic coordinate system, i.e. Easting and Northing in UTM
Zone 43N on WGS-84 datum, and Latitude and Longitude in decimal degrees to six decimal places.
1.4 Plotting of the surveyed RoW boundary and all fixed peg locations on the concerned village JM Sheet
and preparation of the same in computerised soft-copy format.
1.5 Submission of the coordinate schedule of all fixed pegs, in the format at Annexure-C, along with the
updated/marked JM Sheet in soft copy.
1.6 Identification and demonstration of the marked RoW boundary and the fixed pegs at site to the
concerned Departmental representative/agency executing the fencing work under Item No.
1.7 Stone fixing is expressly excluded from this item. The pegs fixed hereunder are temporary marks
intended to guide the works under Item Nos. 2, 3 and 5. Permanent identification of the RoW shall be
effected through the identification sign boards under Item No. 3 and the fencing posts under Item No.
5, and through such stone/pillar fixing as may be arranged separately by the Department.
2.0 APPLICABLE CODES, STANDARDS, STATUTORY REFERENCES & INSTRUCTIONS
2.1 The work shall be carried out in accordance with the relevant SSNNL/Narmada Department
instructions and the directions issued by the Engineer-in-Charge (EIC).
2.2 Gujarat Irrigation and Drainage Act, 2013 (Gujarat Act No. 6 of 2013), read with the Gujarat
Irrigation and Drainage Rules, 2014 and the Gujarat Irrigation and Drainage (Amendment) Act,
(Gujarat Act No. 15 of 2019) — in particular the provisions empowering the Canal Officer to direct
and to cause the removal of obstructions upon a canal (Sections 12 and 13) and the penal provisions
of Section 37 as substituted by the said Amendment Act — being the statutory basis for demarcation
and protection of canal land and for action against encroachment thereon.
2.3 Gujarat Land Revenue Code, 1879 and the Gujarat Land Revenue Rules, 1972 — for survey numbers,
cadastral records and Record of Rights (RoR) particulars.
2.4 Basis of the RoW boundary and order of precedence: The sanctioned RoW width of the NMC on both
banks shall be adopted chainage-wise as per the Land Acquisition (LA) Award/possession plan of the
concerned reach, which shall be supplied by the Executive Engineer/Sub-Divisional office. The JM
Sheet/DILR map collected by the Agency shall be used for cadastral correlation, identification of
survey numbers and plotting of the boundary. In the event of any variance between the LA
Award/possession plan and the JM Sheet/DILR map, the LA Award/possession plan shall prevail.
Every such variance shall be recorded chainage-wise in a Discrepancy Statement and submitted to the
EIC for decision before the boundary is finally pegged. Where the LA record shows a variable RoW
width, the variable width shall be applied chainage-wise and shall not be averaged.
2.5 Survey of India – General and Miscellaneous Technical Instructions; National Map Policy, 2005;
National Geospatial Policy,
2.6 IS 1200 (relevant parts) – Method of Measurement of Building and Civil Engineering Works.
2.7 Survey and boundary marking shall be carried out through a Government-approved/licensed Surveyor
holding a valid authorisation/licence for carrying out survey and demarcation work.
2.8 The JM Sheet/DILR map for the concerned village/reach shall be collected by the Agency in hard
copy. The cost of collection/procurement of the said maps, including all statutory fees payable to the
DILR/City Survey office, is deemed included in the rate of Item No. 2 and shall not be payable a
second time under this item.
3.0 MANPOWER, INSTRUMENTS & EQUIPMENT
3.1 The Agency shall deploy a Government-approved/licensed Surveyor and adequate survey personnel
and labour required for execution of the work.
3.2 Survey instruments: Differential GNSS (DGPS) receivers operated in RTK/static mode and/or an
Electronic Total Station of appropriate least count shall be used for fixing and recording the
coordinates of the boundary pegs. Valid calibration certificates of all instruments, not older than one
year, shall be submitted to the EIC before commencement of the work.
3.3 The Agency shall provide the necessary computer facilities and software for preparation of the
coordinate schedule and plotting of the surveyed boundary on the JM Sheet in soft-copy format.
3.4 The Agency shall arrange all necessary tools, materials, transportation and other resources required
for peg fixing and completion of the work.
3.5 Wooden pegs shall be of sound, seasoned timber, of section not less than 50 mm x 50 mm and length
not less than 450 mm, pointed at one end, driven to leave not less than 150 mm above ground, and the
exposed portion painted and serially numbered with indelible paint corresponding to the coordinate
4.0 DETAILED METHODOLOGY / PROCEDURE
4.1 Survey control: The survey shall be connected to the Survey of India GTS benchmark/CORS network
or to established project control. Not less than two permanent control points shall be established for
each village reach, and their coordinates recorded and submitted, so that the demarcation is capable of
being reproduced at any later date.
4.2 The RoW boundary of the NMC on both banks shall be marked on the basis of the DILR map/JM
Sheet collected by the Agency, read with the LA Award/possession plan as provided in Clause 2.4.
4.3 Temporary wooden pegs shall be fixed at 30 m interval along the RoW boundary line.
4.4 Wherever there is a change in boundary width, curvature, crossing or any other location requiring
additional demarcation, additional pegs shall be fixed as directed by the EIC.
4.5 The coordinates of each fixed peg shall be surveyed and recorded along with the corresponding
peg/point number and chainage/location, in the coordinate systems stated in Clause 1.3.
4.6 The location of all fixed pegs and the RoW boundary shall be plotted on the concerned village JM
Sheet collected by the Agency.
4.7 The completed plotting shall be prepared in computerised soft-copy format as directed by the EIC.
4.8 During execution of the wire fencing work along the marked RoW boundary, the location/alignment
of the RoW boundary and the fixed pegs shall be clearly identified and shown at site to the concerned
Departmental representative/agency executing the fencing work, as directed by the EIC.
4.9 Any discrepancy observed between the JM Sheet/DILR map, the LA Award/possession plan and the
actual site condition shall be brought to the notice of the EIC in the Discrepancy Statement, and the
marking shall be carried out as per the directions of the EIC.
4.10 The pegs shall be maintained intact by the Agency until the fencing and sign board work in that reach
is completed or until the records are accepted by the EIC, whichever is earlier. Any peg found
missing, disturbed or damaged in the meanwhile shall be re-fixed by the Agency at its own cost.
5.0 ACCURACY & QUALITY CONTROL
5.1 Positional accuracy: Coordinates shall be recorded to two decimal places of a metre. The horizontal
positional accuracy of each peg shall be within ± 10 cm with reference to the established survey
control. Where a Total Station traverse is employed, the linear closing error shall not exceed 1 in
5,000 and the angular closure shall not exceed 30 seconds x √N, N being the number of stations in the
5.2 All survey instruments shall be calibrated and the calibration certificates submitted as provided in
5.3 The alignment and location of the pegs shall be checked by the Government-approved/licensed
Surveyor before submission of the final records.
5.4 Independent check by the Department: The EIC or his representative may independently re-observe
any 10% of the fixed pegs. Where any peg is found to lie beyond the tolerance stated in Clause 5.1,
that peg and the entire block of pegs lying between the two adjoining checked pegs shall be re-
surveyed and re-fixed by the Agency at its own cost.
5.5 Any peg found to be incorrectly positioned or damaged during execution shall be re-fixed by the
Agency at its own cost.
6.0 DOCUMENTATION & DELIVERABLES
6.1 Peg Coordinate Schedule of all fixed pegs, in the format at Annexure-C, containing Peg/Point No.,
Chainage/Location, Bank (SR/IP), Easting and Northing (UTM Zone 43N, WGS-84), Latitude and
Longitude, date of fixing and photograph reference.
6.2 Marked/updated village JM Sheet showing the RoW boundary and all fixed peg locations.
6.3 Computerised soft copy of the plotted JM Sheet and coordinate schedule in the format directed by the
EIC, in editable (CAD/GIS) format and in PDF, and the coordinate schedule additionally in
Excel/CSV format.
6.4 Schedule of survey control points established under Clause 4.1, together with the instrument
calibration certificates.
6.5 Discrepancy Statement under Clause 2.4, chainage-wise.
6.6 All final survey records shall be submitted to the Department in soft copy, duly signed by the
Government-approved/licensed Surveyor.
7.0 MODE OF MEASUREMENT & PAYMENT
7.1 Measurement shall be made on a running kilometre (km) basis of the canal reach for which the RoW
boundary has actually been marked by peg fixing on both banks and accepted by the EIC. The quoted
rate is for demarcation of both banks over the said chainage, unless the Bill of Quantities expressly
provides for measurement of each bank separately.
7.2 The quoted rate shall be inclusive of all manpower, the Government-approved/licensed Surveyor,
survey instruments and their calibration, establishment of survey control, wooden pegs, labour,
transportation, coordinate recording, plotting on the JM Sheet, computerisation and submission of all
required records.
7.3 Additional pegs required at changes in boundary width, curvature, crossings or other locations as
directed by the EIC shall be deemed included in the quoted rate, and no separate payment shall be
made for such additional peg fixing.
7.4 No separate payment shall be made for preparation of the coordinate schedule, preparation of the
Discrepancy Statement, plotting of the RoW boundary on the JM Sheet, or submission of the
computerised soft copy.
7.5 The marked RoW boundary and peg locations shall be shown at site during wire fencing execution to
ensure that the fencing is constructed along the approved/demarcated RoW boundary. No separate
payment shall be made for such site demonstration.
7.6 The photographic and videographic records required under Clause 14.0 of the General Specifications
shall accompany every Running Account Bill and the Final Bill.
Item No. 2 Preparation of canal marking & GIS Base on DILR Map (DILR Map collection in
Consultancy scope) and submission the same including Transportation, Labour charges etc complete.
1.0 SCOPE OF WORK
1.1 The scope of work shall comprise preparation of a computerised GIS/CAD base of the Narmada Main
Canal (NMC) RoW boundary based on the JM Sheet/DILR map collected by the Agency in hard
1.2 The hard-copy JM Sheet/DILR map collected by the Agency shall be used as the basic reference
document for preparation of the digital map and marking of the NMC RoW boundary. The cost of
collection/procurement of the said maps, including all statutory fees, is included in this item.
1.3 The Agency shall scan/digitise and geo-reference the JM Sheet/DILR map and prepare the same in
computerised soft-copy format.
1.4 The RoW boundary and peg locations fixed under Item No. 1 shall be plotted on the digitised JM
Sheet/DILR map.
1.5 The location of each peg shall be shown with its corresponding Peg/Point Number,
Chainage/Location, Easting and Northing coordinates. Pegs shall generally be at 30 m interval,
including additional pegs at changes in boundary width, curvature, crossings and other locations as
directed by the EIC.
1.6 Based on the RoW boundary marked under Item No. 1 and on field survey, the Agency shall identify
and record every encroachment falling within or overlapping the SSNNL-acquired land width of the
1.7 Every encroachment so identified shall be classified and distinctly bifurcated into (i) Permanent
Encroachment and (ii) Non-Permanent Encroachment, in accordance with the definitions at Clause
1.8 The exact and actual area of each encroachment falling within the SSNNL-acquired land width shall
be determined by field survey and computed in the GIS/CAD environment, and shall be reported to
the nearest 0.01 sq.m. Approximation, scaling from the map, or assumption of area shall not be
1.9 The encroachments shall be marked separately on the GIS/KML file as well as on the physical (hard
copy) map, with clear bifurcation into permanent and non-permanent encroachments falling within
the SSNNL-acquired land width, by way of separate layers and distinct colour codes.
1.10 Complete details of all encroachments, duly bifurcated into permanent and non-permanent
encroachments, shall be submitted in hard copy as well as in Excel format, indicating at least the
following particulars — (i) Chainage of the Narmada Main Canal (NMC); (ii) Latitude and
Longitude; (iii) Area of encroachment; (iv) Nature/type of encroachment; and (v) all other relevant
details enumerated at Clause 4.7.
1.11 A survey-number-wise, village-wise and chainage-wise Encroachment Record/Schedule shall be
prepared in the format at Annexure-B, containing the details of each encroachment.
1.12 The extent of encroachment shall be plotted/shown on the digital JM Sheet in relation to the RoW
boundary so that the location and extent can be clearly identified for further departmental and legal
action under the Gujarat Irrigation and Drainage Act,
1.13 The prepared digital JM Sheet, peg coordinate schedule, GIS/KML file and Encroachment Record
shall be submitted, duly signed by the Government-approved/licensed Surveyor, to the concerned
authority after necessary verification/approval, wherever required.
1.14 Any corrections or modifications pointed out by the authority or the EIC shall be incorporated by the
Agency and the revised records resubmitted.
2.0 APPLICABLE CODES, STANDARDS & STATUTORY REFERENCES
2.1 Gujarat Irrigation and Drainage Act, 2013 (Gujarat Act No. 6 of 2013), read with the Gujarat
Irrigation and Drainage Rules, 2014 and the Gujarat Irrigation and Drainage (Amendment) Act,
(Gujarat Act No. 15 of 2019) — for identification of, and action against, obstruction/encroachment
upon canal land.
2.2 Gujarat Land Revenue Code, 1879 and the Gujarat Land Revenue Rules, 1972 — for survey numbers,
cadastral particulars and Record of Rights (RoR).
2.3 The LA Award/possession plan shall govern the acquired land width, in accordance with Clause
2.4 Survey of India – General and Miscellaneous Technical Instructions; National Map Policy, 2005;
National Geospatial Policy,
2.5 Open Geospatial Consortium (OGC) data standards; OGC KML 2.2 for the KML/KMZ deliverable.
2.6 FIG Cadastral Template / Cadastre 2014 principles.
2.7 All geospatial output shall be referenced to WGS-84 datum, projected to UTM Zone 43N, with an
Everest 1830 (India) conversion layer as required by Clause 4.0 of the General Specifications.
3.0 MANPOWER, SOFTWARE & EQUIPMENT
3.1 The Agency shall deploy a Government-approved/licensed Surveyor for field verification,
coordination and preparation of survey-related records.
3.2 The Agency shall deploy a competent GIS/CAD operator/draftsman having adequate experience in
preparation of cadastral/GIS-based maps.
3.3 Necessary computer systems, large-format scanner, plotter and suitable licensed GIS/CAD software
capable of geo-referencing, polygon area computation and export to KML/KMZ shall be provided by
3.4 DGPS/Total Station instruments as specified under Item No. 1 shall be used for the field survey of
encroachment boundaries.
3.5 The Agency shall arrange all necessary manpower, transportation, equipment and other resources
required for completion of the work.
4.0 DETAILED METHODOLOGY / PROCEDURE
4.1 Scanning and geo-referencing: The hard-copy JM Sheet/DILR map collected by the Agency shall be
scanned at a resolution not less than 400 dpi and geo-referenced by an appropriate transformation
using not less than four well-distributed ground control points per sheet, the RMS error of geo-
referencing not exceeding 0.50 m at map scale.
4.2 Classification of encroachments — for the purposes of this specification:
(a) Permanent Encroachment means an encroachment of a durable or immovable nature, including
RCC or masonry (pucca) structures, buildings, rooms, shops, godowns, compound and
boundary walls, plinths, paved or concreted surfaces, religious structures, permanent water
supply, drainage or utility lines, and foundations of towers/poles — that is to say, occupation
which cannot be removed without demolition of a permanent structure.
(b) Non-Permanent Encroachment means an encroachment of a temporary or removable nature,
including kutcha huts, tin/G.I./tarpaulin sheds, temporary cabins, cattle sheds, agricultural
cultivation and standing crops, plantation, temporary fencing, stacking of materials, parking
and dumping of debris — that is to say, occupation which is capable of being removed without
demolition of a permanent structure.
(c) Where a single holding or occupation comprises both permanent and non-permanent elements,
each element shall be surveyed, computed and reported separately under its own classification.
4.3 The relevant RoW boundary identified from the JM Sheet, read with the LA Award/possession plan,
shall be digitised and plotted in the computerised map.
4.4 The peg locations and coordinates obtained under Item No. 1 shall be incorporated into the digital JM
Sheet, each peg being identified by a unique Peg/Point Number corresponding to the coordinate
schedule at Annexure-C.
4.5 Field survey of encroachments: The Government-approved/licensed Surveyor shall physically verify
every encroachment on the ground. The boundary of each encroachment falling within the acquired
land width shall be surveyed by DGPS/Total Station by observing a point at every change of
direction, so as to form a closed polygon.
4.6 Exact area computation: The area of each such closed polygon lying within the acquired land width
shall be computed by the coordinate (cross-multiplication) method within the GIS/CAD environment
and reported to the nearest 0.01 sq.m. The total plot/structure area and the area falling within the
acquired land width shall be reported separately.
4.7 Particulars to be recorded for each encroachment:
(ii) Survey No./Block No., wherever identifiable;
(iii) Khatedar's name as per the Record of Rights, wherever identifiable;
(iv) Chainage of the NMC (from – to);
(v) Bank/side of canal (SR/IP);
(vi) Latitude and Longitude (WGS-84, decimal degrees to six decimal places) of the centroid
of the encroachment and of its corner point nearest to the canal;
(vii) Nature/type of encroachment;
(viii) Classification — Permanent or Non-Permanent, as defined at Clause 4.2;
(ix) Length and width, wherever applicable;
(x) Total plot/structure area (sq.m);
(xi) Exact area of encroachment falling within the SSNNL-acquired land width (sq.m, to
(xii) Reference Peg/Point No.;
(xiii) Geo-tagged photograph reference;
4.8 GIS/KML output: The encroachments shall be shown on the digital map and in the GIS/KML (or
KMZ) file as separate and independently switchable layers, namely ‘Permanent Encroachment’ and
‘Non-Permanent Encroachment’, each polygon carrying the complete attribute table of Clause 4.7 and
being distinctly colour-coded (for example, red for permanent and yellow for non-permanent, or as
directed by the EIC). The KML/KMZ file shall open directly in Google Earth and shall additionally
carry the RoW boundary and the peg locations as separate layers.
4.9 Physical map: The same bifurcation shall be reproduced on the physical (hard copy) map by the
identical colour code, together with a legend, the RoW boundary, the peg locations and the chainage.
4.10 The Encroachment Record/Schedule shall be prepared in a manner suitable for further departmental
verification and for proceedings under the Gujarat Irrigation and Drainage Act, 2013, based on the
field survey and the JM Sheet/DILR map.
4.11 The completed digital map, GIS/KML file and Encroachment Record shall be submitted to the
concerned authority after necessary verification/approval, duly signed by the Government-
approved/licensed Surveyor, wherever applicable.
4.12 Corrections required by the EIC or the concerned authority shall be incorporated and the final records
submitted after approval.
5.0 ACCURACY & QUALITY CONTROL
5.1 The peg coordinates incorporated in the digital JM Sheet shall correspond exactly with the
coordinates recorded under Item No.
5.2 The RMS error of geo-referencing shall not exceed the limit stated at Clause 4.1.
5.3 Independent check: The EIC may cause any 10% of the recorded encroachments to be re-surveyed
independently. Where the area of any encroachment so checked differs from the recorded area by
more than 2% or by more than 1.00 sq.m, whichever is greater, the entire encroachment record of that
village shall be re-surveyed and re-computed by the Agency at its own cost.
5.4 The Agency shall ensure complete consistency between the JM Sheet, the peg coordinate schedule,
the digital map, the GIS/KML file, the Excel schedule and the Encroachment Record. The areas
reported in the Excel schedule shall tally with the areas computed in the GIS environment.
5.5 Any discrepancy identified during checking by the EIC or the concerned Departmental authority shall
be rectified by the Agency without extra cost.
6.0 DOCUMENTATION & DELIVERABLES
6.1 Digitised/computerised JM Sheet/DILR map showing the NMC RoW boundary and all peg locations.
6.2 Peg Coordinate Schedule in the format at Annexure-C, containing Peg/Point No., Chainage/Location,
Bank (SR/IP), Easting, Northing, Latitude and Longitude.
6.3 Encroachment Record/Schedule in the format at Annexure-B — village-wise, survey-number-wise
and chainage-wise — containing the exact extent, nature and classification of each encroachment.
6.4 Encroachment Map/Plan (physical hard copy) showing the location and exact extent of each
encroachment with reference to the RoW boundary and peg locations, with permanent and non-
permanent encroachments distinctly colour-coded.
6.5 GIS/KML (or KMZ) file with separate switchable layers for the RoW boundary, peg locations,
permanent encroachments and non-permanent encroachments, with full attributes.
6.6 Complete encroachment details in Excel format as well as in hard copy, as required by Clause 1.10.
6.7 Editable soft copy in CAD/GIS format as directed by the EIC.
6.8 PDF soft copy and hard copy of the final JM Sheet and Encroachment Map.
6.9 Final approved digital JM Sheet incorporating the RoW boundary, peg locations and encroachment
6.10 Geo-tagged photographs of each encroachment, indexed to the Encroachment Record.
7.0 CHECKING & APPROVAL
7.1 The Agency shall ensure that the peg locations shown on the digital JM Sheet correspond with the
field coordinates recorded under Item No.
7.2 The Encroachment Record shall be checked with reference to the RoW boundary, the LA
Award/possession plan and the field survey.
7.3 The prepared digital JM Sheet, GIS/KML file and Encroachment Record shall be submitted to the
concerned authority after necessary verification/approval and duly signed by the Government-
approved/licensed Surveyor, wherever required.
7.4 All corrections suggested by the EIC shall be incorporated by the Agency without any additional
7.5 The final digital JM Sheet and Encroachment Record shall be submitted after completion of the
required verification/approval process.
8.0 MODE OF MEASUREMENT & PAYMENT
8.1 Measurement shall be made on a running kilometre (km) basis for the canal reach for which the
digital JM Sheet/GIS base, peg plotting, GIS/KML file and Encroachment Record have been prepared
and accepted by the EIC.
8.2 The quoted rate shall be inclusive of collection of the JM Sheet/DILR map and all statutory fees
therefor, scanning/digitisation and geo-referencing, GIS/CAD preparation, plotting of the RoW
boundary and peg locations, incorporation of peg coordinates, the Government-approved/licensed
Surveyor, the GIS/CAD operator, field survey, identification, classification and recording of
encroachments, exact computation of the area of encroachment, preparation of the Encroachment
Record, Encroachment Map and GIS/KML file, preparation of the Excel schedule, transportation,
labour, all necessary corrections, the approval process, and submission of the final soft copies and
hard copies, complete.
8.3 No separate payment shall be made for individual peg plotting, preparation of coordinate schedules,
preparation of the Encroachment Record, computation or plotting of the encroachment extent,
preparation of the GIS/KML file, corrections, resubmission, verification/approval or preparation of
final soft copies and hard copies.
8.4 The field fixing of pegs and the physical survey of the RoW boundary shall be governed by Item No.
1. Item No. 2 shall cover preparation of the digital JM Sheet/GIS base, incorporation of the Item No.
survey data, identification and classification of encroachments with exact area computation, and
submission of the final records for further departmental and legal use.
Item No. 3 Place identification sign :-Providing and fixing sing boards made out of 2mm aluminum
sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pretreated with phosphating
process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy
paint; reflectorized with retro reflective sheeting as per latest M.O.S.T. Specifications; Letters and
numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from
suitable size iron angle of 50x50x5mm 75x75x6mm as required; painted with best quality epoxy
coatings in black and white bends. the details of symbol or inscription / numerals for each board shall
be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x
45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer
in charge.(A) Engineer Grade(VR)...
1.0 SCOPE OF WORK
1.1 The scope of work shall comprise providing, fabricating, transporting and fixing complete in all
respects retro-reflective identification sign boards of overall size 150 cm x 90 cm, mounted on two
M.S. angle stand posts of 3.10 m length set in cement concrete 1:2:4 foundation blocks of 45 cm x
cm x 60 cm for each leg, along the demarcated RoW of the Narmada Main Canal and around the
SSNNL-acquired open plots, so as to visibly identify the acquired land width of the Nigam and to
caution against encroachment thereon.
1.2 Locations: Boards shall be erected at the locations directed by the Engineer-in-Charge, which shall
generally include major road crossings and canal crossings, canal structures, village approach points,
entry points of SSNNL-acquired open plots, reaches adjoining habitation and encroachment-prone
stretches, and otherwise at intervals not exceeding 1.00 km on each bank and at every significant
change in direction of the RoW boundary.
1.3 Legend: The details of the symbol, inscription, numerals and language (Gujarati and/or
English/Hindi) for each board shall be as per the instructions of the Engineer-in-Charge, and shall
generally comprise the name of the Nigam, the description of the land as the acquired Right of Way
of the Narmada Main Canal, the chainage, and a caution that encroachment thereon is an offence
liable to action under the Gujarat Irrigation and Drainage Act,
1.4 The scope includes setting out, excavation for the foundation pits in all types of soil, cement concrete
foundation blocks, erection and plumbing of the posts, curing, surface preparation, priming and
painting of the panel, frame and posts, application of retro-reflective sheeting and lettering, and all
incidental works, complete.
1.5 The work shall be executed strictly in accordance with the detailed drawing(s) attached in Section
(Drawings) of this Standard Bidding Document, read with these technical specifications and the
directions of the Engineer-in-Charge. Where the drawing and the item description differ in any
particular, the matter shall be referred to the Engineer-in-Charge, whose decision shall be final and
1.6 The Agency shall execute the work complete in all respects, including all incidental works necessary
for its satisfactory completion, and nothing extra shall be payable on the ground that a particular
operation is not expressly mentioned herein but is necessary for completion of the item.
2.0 APPLICABLE CODES, STANDARDS & STATUTORY REFERENCES
2.1 IRC:67 – Code of Practice for Road Signs. The item description refers to IRC-67-1977; that edition
stands superseded, and the latest revision in force (presently IRC:67-2022, Fourth Revision) shall
govern the design, retro-reflectivity, lettering, mounting and installation provisions, applied by
analogy to canal-RoW identification signage.
2.2 IRC:30-1968 – Standards for Letters and Numerals of Different Heights and their Spacing for Use on
2.3 MoRTH ‘Specifications for Road and Bridge Works’ (latest revision), Clause 801 – Traffic Signs
having Retro-Reflective Sheeting; the detailed photometric requirements are reproduced at Annexure-
2.4 ASTM D 4956 – Standard Specification for Retroreflective Sheeting for Traffic Control; ASTM E-
810 – determination of the coefficient of retro-reflection; AASHTO M 268 – accelerated outdoor
2.5 IS 737:2008 – Wrought Aluminium and Aluminium Alloy Sheet and Strip for General Engineering
Purposes, for the sign panel.
2.6 IS 2062:2011 – Hot Rolled Medium and High Tensile Structural Steel, for the post and frame angle
sections; IS 1852 – rolling and cutting tolerances for hot rolled steel products.
2.7 IS 3618:1966 – Phosphate Treatment of Iron and Steel for Protection against Corrosion, and IS
1340:1977 – Code of Practice for Chromate Conversion Coating, for surface pre-treatment.
2.8 IS 101 (all relevant parts) – Methods of Sampling and Test for Paints, Varnishes and Related
Products; IS 1477 (Parts 1 and 2) – Code of Practice for Painting of Ferrous Metals in Buildings (pre-
treatment and painting).
2.9 IS 102:1962 – Ready Mixed Paint, Red Lead, Priming; IS 2074:1992 – Ready Mixed Paint, Air
Drying, Red Oxide-Zinc Chrome, Priming; IS 75:1973 – Linseed Oil (thinner, where required).
2.10 Epoxy primer and epoxy finish paint shall be of the two-pack type of an approved make. No specific
Indian Standard is stipulated for the epoxy system; the make and product shall be got approved by the
Engineer-in-Charge before procurement and shall be supported by the manufacturer's test certificate,
the properties being verified by the test methods of IS
2.11 IS 269:2015 (cement), IS 383:2016 (aggregates), IS 456:2000 (plain and reinforced concrete), IS
516:1959 (tests for strength of concrete) and IS 1199:1959 (sampling and analysis of concrete) – for
the C.C. 1:2:4 post-foundation block.
2.12 R&B (P) Circle, Ahmedabad / R&B (P) Division, Nadiad – General Technical Specifications for
Road Works, 2012–13, Item Nos. 48/51 (Sign Boards) and 801 (Traffic Signs having Retro-
Reflective Sheeting), and Item No. 67 (Cement Concrete) for the post-foundation block.
3.0 MANPOWER, INSTRUMENTS & EQUIPMENT
3.1 An approved sign fabrication vendor having facilities for degreasing, acid etching and
phosphating/chromate conversion treatment, epoxy painting under dust-free conditions, screen
printing, and application of retro-reflective sheeting (including a heat-vacuum applicator where heat-
activated adhesive is used).
3.2 A structural fabrication workshop with cutting, drilling, grinding and electric arc welding facilities for
the frame and posts.
3.3 A fixing crew for setting out, excavation, concreting and erection at site, with concrete mixing
arrangement, plumb bob/spirit level, and a dry film thickness (DFT) gauge.
4.0 DETAILED TECHNICAL SPECIFICATION & METHODOLOGY
4.1 Overall board size: 1500 mm x 900 mm rectangular (1.35 sq.m), of a single piece of sheet, edges
dressed true and square, corners rounded to a radius of about 15 mm, and edges stiffened or return-
flanged where shown on the drawing.
4.2 Board material and thickness: Aluminium sheet 2 mm thick conforming to IS 737:2008 of approved
alloy and temper, flat and free from buckles, dents, laminations and scratches; thickness tolerance ±
0.10 mm. The manufacturer's test certificate for composition and thickness shall be furnished.
4.3 Frame material and section: The panel shall be stiffened by a rear frame fabricated from M.S. angle of
50 mm x 50 mm x 5 mm, or 75 mm x 75 mm x 6 mm where so shown on the drawing, conforming to
IS 2062:2011 Grade E250 Quality A, with intermediate stiffener members as shown. The frame shall
be joined by electric arc welding using electrodes conforming to IS 814. The aluminium panel shall
be secured to the frame by aluminium or stainless steel rivets/bolts at spacing not exceeding 300 mm
centre to centre, with an insulating washer or bituminous separating layer at every contact surface so
as to prevent bimetallic (galvanic) action between the aluminium panel and the mild steel frame.
4.4 Surface preparation:
(a) Aluminium panel — degreased by solvent or alkaline cleaning, acid etched, and given
phosphating/chromate conversion treatment in accordance with IS 3618/IS 1340. After pre-
treatment the metal shall not be handled except with clean canvas gloves or a suitable device,
and shall not come into contact with grease or oil before the paint and sheeting are applied.
(b) M.S. frame and posts — thoroughly de-scaled and de-rusted by wire brushing or power tool
cleaning, and rendered free from rust, mill scale, oil, grease and dust immediately before
4.5 Methodology of painting/printing:
(a) Rear face and edges of the panel and the frame — one coat of two-pack epoxy primer followed
by two coats of best quality two-pack epoxy paint (black), applied by spray in a dust-free
environment, each coat being allowed to cure fully before the succeeding coat; minimum total
dry film thickness 100 microns.
(b) Front face — faced with retro-reflective sheeting applied over the pre-treated surface strictly
by the method recommended by the sheeting manufacturer (pressure-sensitive adhesive, or
heat-activated adhesive applied by heat-vacuum applicator). Complete sheets shall be used on
each board except where unavoidable; splices with pressure-sensitive adhesive shall overlap
not less than 5 mm, and with heat-activated adhesive shall overlap not less than 5 mm or be
butted with a gap not exceeding 0.75 mm. Where screen printing with transparent colours is
employed, only butt joints are permitted.
(c) Legends and borders — screen printed with transparent process colours compatible with and
recommended for the sheeting, or formed of bonded cut-out lettering. Cut-outs other than
black shall be of retro-reflective sheeting of the same grade as the board.
4.6 Type and quality of paint and lettering material:
(a) Retro-reflective sheeting shall be High Intensity Grade (encapsulated lens type) conforming to
IRC:67/MoRTH Clause 801 and meeting the minimum coefficients of retro-reflection at
Annexure-D. Engineering Grade (enclosed lens type) shall be used only where specifically
permitted in writing by the Engineer-in-Charge for a lower-priority location. Sheeting procured
to ASTM D 4956 classification shall additionally satisfy the classification and test
requirements of that standard.
(b) Epoxy primer and epoxy finish paint shall be two-pack products of an approved make, as
provided at Clause 2.10.
(c) Letters and numerals shall conform to IRC:30-1968 as regards letter height, stroke and
spacing, the height being as shown on the drawing and in no case less than 100 mm for the
principal legend.
4.7 Supporting post material and dimensions: Two numbers of M.S. angle stand posts, each 3.10 m long,
fabricated from iron angle of 50 mm x 50 mm x 5 mm or 75 mm x 75 mm x 6 mm as required and as
shown on the drawing, conforming to IS 2062:2011. Posts shall be straight, free from bends, twists
and rust pits, with ends cut square. Since the board area of 1.35 sq.m exceeds 0.90 sq.m, it shall be
mounted on the two posts as provided in the item description; boards of area up to 0.90 sq.m may be
mounted on a single post.
4.8 Method of fixing/installation: The post centres shall be set out as per the drawing so that the panel is
centrally placed. Foundation pits shall be excavated, the C.C. blocks cast as at Clause 4.10, and the
posts held truly plumb (deviation not exceeding 1 in 200) and in correct orientation until the concrete
has set. The lower edge of the board shall be not less than 1.50 m and not more than 2.00 m above the
finished ground level, as directed. The board face shall be oriented normal to the intended direction of
approach or viewing.
4.9 Painting/coating of supporting posts: The portion of the post to be buried and the length up to 150 mm
above ground level shall be given three coats of red lead paint (IS 102:1962) or red oxide-zinc chrome
priming paint (IS 2074:1992) before erection. The portion above ground level shall receive one coat
of epoxy primer and two coats of best quality epoxy paint in alternate black and white bands of
mm width, the uppermost band being black; minimum total dry film thickness 100 microns.
4.10 Foundation and anchoring arrangement: A cement concrete 1:2:4 block of size 45 cm x 45 cm x
cm shall be provided for each leg. The pit shall be excavated to the required size in all types of soil,
the bed cleared of loose material, levelled, watered and rammed. Concrete shall be made with
ordinary Portland cement (IS 269:2015), clean well-graded sand and machine-crushed hard stone
coarse aggregate of 20 mm nominal size (IS 383:2016) and clean potable water (IS 456:2000); mixed
mechanically for not less than 1.5 to 2 minutes per batch (hand mixing only with the written approval
of the Engineer-in-Charge and with 10% additional cement); placed and compacted in layers within
30 minutes of adding water. The post shall be embedded not less than 0.55 m into the block, with the
base cleat/anchor arrangement shown on the drawing. The top of the block shall be finished 25 mm
above ground level and sloped to drain. The block shall be cured continuously wet for a minimum of
7 days, and the post shall not be loaded and the board shall not be mounted before completion of the
said curing period.
5.0 SAMPLING, TESTING, TOLERANCE & ACCEPTANCE CRITERIA
5.1 All materials shall be got approved by the Engineer-in-Charge before procurement, and samples of
the aluminium sheet, retro-reflective sheeting, epoxy paint system and steel sections shall be
submitted for approval.
5.2 Manufacturer's test certificates shall be submitted before installation for — the aluminium sheet
(composition and thickness, IS 737); the structural steel (mill test certificate, IS 2062); the retro-
reflective sheeting (coefficient of retro-reflection per ASTM E-810, colour, shrinkage, adhesion,
impact resistance, and outdoor/accelerated weathering of 1000 hours per AASHTO M 268), from an
International or Government-recognised laboratory; and the paints (IS 101).
5.3 The frequency of sampling and the acceptance criteria shall be as set out in the consolidated schedule
5.4 Concrete: one set of three cubes shall be cast and tested in accordance with IS 516:1959 for every
cu.m of concrete or for every 20 numbers of sign boards, whichever is earlier; slump shall be
maintained between 25 mm and 50 mm as determined per IS 1199:1959.
5.5 Acceptance of the finished board: the measured retro-reflectance shall not be less than the values at
Annexure-D; the sheeting shall be free from wrinkles, bubbles, edge lifting and colour variation; the
dry film thickness of the epoxy system shall be verified at not less than five locations per board; the
post shall be plumb within 1 in 200; and the legend shall be clearly legible from a distance of 50 m at
night under vehicle headlight illumination.
5.6 Warranty: a minimum of 7 years for High Intensity Grade sheeting and the finished sign, and 5 years
for Engineering Grade, covering satisfactory field performance including the stipulated retro-
reflectance and the bonding of the lettering/legend to the sheeting.
5.7 Any board found blurred, peeling, delaminated, faded or otherwise not conforming to these
requirements shall be rejected and replaced by the Agency at its own cost.
6.0 DOCUMENTATION & DELIVERABLES
6.1 Approved shop drawing and legend/lettering layout for each type of board, before fabrication.
6.2 Location schedule for each installed board — board number, chainage, bank (SR/IP), latitude and
longitude, and legend text.
6.3 Manufacturer's and supplier's test certificates and the warranty certificate (7-year High Intensity/5-
year Engineering Grade, as applicable) for the sheeting and the finished sign.
6.4 Concrete cube test results and dry film thickness records.
6.5 Geo-tagged photographs of each board at the ‘before’, ‘during’ (foundation pit before concreting) and
‘after’ stages, in accordance with Clause 14.0 of the General Specifications.
7.0 MODE OF MEASUREMENT AND PAYMENT
7.1 Payment shall be made on number (each) basis for each sign board completed in all respects with
panel, frame, posts, foundation blocks and fixing as specified and as shown on the drawing attached
7.2 The rate shall be inclusive of all materials, fabrication, surface pre-treatment, painting, retro-reflective
sheeting and lettering, posts, excavation in all types of soil, cement concrete foundation blocks,
erection, curing, testing, warranty, transportation, labour and all incidental works.
7.3 No separate payment shall be made for excavation, foundation concrete, curing, testing, test
certificates, warranty or geo-tagged photographic records.
Item No. 4 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in
position and applying a priming coat of read lead paint. (A)In beams and joists, channels angles Tees,
flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins
connected to common rafters and the like, with two coats of paint on new steel and other metal surface
with enamel paint, brushing, interior to give an even shade including cleaning the surface an even
shade including cleaning the surface of all dirt, dust and other foreign matter.
1.0 SCOPE OF WORK
1.1 The scope of work shall comprise providing, fabricating in welded built-up sections, transporting,
hoisting, erecting and fixing in position structural steel entry gates at the identified access points of
the Narmada Main Canal RoW and at the entry points of the SSNNL-acquired open plots, so as to
control unauthorised vehicular and pedestrian entry upon the acquired land, complete with frame, leaf,
hinges, stoppers and locking arrangement, one priming coat of red lead paint and two coats of enamel
paint, complete in all respects.
1.2 Notwithstanding that the item description is worded in the language of the generic structural-
steelwork item of the R&B General Technical Specification for Building Works (Item No. 11.4(A)),
the work to be executed under this item shall be the entry gates detailed in the drawing(s) attached in
Section 9 (Drawings) of this Standard Bidding Document, and shall be measured and paid as provided
at Clause 8.0 below.
1.3 The scope includes cutting, straightening, fabrication, welding, drilling, grinding and finishing of all
members; fixing of hold-fasts, base plates and anchor bolts in cement concrete; provision of hinges,
stoppers and push-pull locking arrangement operable and lockable from inside and outside; cleaning
of all surfaces of dirt, dust, rust, scale and other foreign matter; priming and painting; and all
incidental works.
1.4 The work shall be executed strictly in accordance with the drawing(s) attached in Section
(Drawings), read with these technical specifications and the directions of the Engineer-in-Charge.
Where the drawing and the item description differ in any particular, the matter shall be referred to the
Engineer-in-Charge, whose decision shall be final and binding.
1.5 The Agency shall execute the work complete in all respects, including all incidental works necessary
for its satisfactory completion, and nothing extra shall be payable on the ground that a particular
operation is not expressly mentioned herein but is necessary for completion of the item.
2.0 APPLICABLE CODES, STANDARDS & STATUTORY REFERENCES
2.1 IS 2062:2011 – Hot Rolled Medium and High Tensile Structural Steel (superseding IS 226:1975), for
all rolled sections — channels, angles, tees, flats and plates.
2.2 IS 1852 – Rolling and Cutting Tolerances for Hot Rolled Steel Products.
2.3 IS 800:2007 – General Construction in Steel – Code of Practice, for fabrication of the gate frame.
2.4 IS 816:1969 – Code of Practice for Use of Metal Arc Welding for General Construction in Mild Steel
(arc welding only; gas welding not permitted for structural steel work).
2.5 IS 814 – Covered Electrodes for Manual Metal Arc Welding of Carbon and Carbon Manganese Steel;
IS 817 – Training and Testing of Metal Arc Welders.
2.6 IS 813:1961 – Scheme of Symbols for Welding, for shop-drawing weld callouts.
2.7 IS 818:1968 – Code of Practice for Safety and Health Requirements in Electric and Gas Welding and
Cutting Operations.
2.8 IS 102:1962 – Ready Mixed Paint, Red Lead, Priming; IS 2074:1992 – Ready Mixed Paint, Air
Drying, Red Oxide-Zinc Chrome, Priming; IS 75:1973 – Linseed Oil (thinner, where required).
2.9 IS 2932:2003 – Enamel, Synthetic, Exterior, and IS 2933:1975 – Enamel, Exterior, Undercoating, for
the finishing coats; IS 101 (relevant parts) for test methods; IS 1477 (Parts 1 and 2) – Code of Practice
for Painting of Ferrous Metals.
2.10 IS 269:2015, IS 383:2016 and IS 456:2000 – for the cement concrete used for anchorage of hold-
fasts/base plates and for the gate post foundation, where shown on the drawing.
2.11 R&B General Technical Specification for Building Works, Item No. 11.4(A) – Steel Work Welded in
Built-up Sections, being the source of the item description, adopted herein for the fabrication and
welding clauses.
3.0 MANPOWER, INSTRUMENTS & EQUIPMENT
3.1 A structural fabrication workshop or vendor with welders qualified and tested in accordance with IS
817, equipped with electric arc welding sets, cutting, drilling and grinding machines and straightening
3.2 A fixing/erection crew at site, with lifting/hoisting arrangement, plumb bob, spirit level, measuring
tape and a dry film thickness gauge.
4.0 MATERIALS – DETAILED TECHNICAL DESCRIPTION
4.1 Structural steel: All rolled sections — angles, channels, tees, flats and plates — shall conform to IS
2062:2011, Grade E250 (Fe 410 W), Quality A, of the sizes, thicknesses and grades shown on the
drawing. Sections shall be straight, of full weight, and free from mill scale pits, rust pits, laminations,
cracks and other defects. Rolling and cutting tolerances shall be within the limits of IS
4.2 Indicative member schedule (final sizes strictly as per the drawing attached in Section 9):
(a) Outer/fixed frame — M.S. channel ISMC 100 x 50 or M.S. angle 65 x 65 x 6 mm;
(b) Gate leaf frame — M.S. angle 50 x 50 x 6 mm;
(c) Intermediate/bracing members — M.S. angle 40 x 40 x 5 mm or M.S. flat 40 x 6 mm;
(d) Infill — M.S. square bars of 16 mm, or M.S. sheet of 3 mm thickness, as shown on the
(e) Connecting plates, gusset plates, base plates and angle cleats — M.S. plate of 8 mm to 10 mm
(f) Hinges — not less than three per leaf, fabricated from 25 mm diameter M.S. rod with 6 mm
M.S. plate, of the pattern shown on the drawing;
(g) Locking arrangement — M.S. hasp and staple with provision for a padlock, together with a
push-pull latch/tower bolt operable from both inside and outside; and a floor stopper for each
4.3 Welding consumables: Covered electrodes conforming to IS 814 of a grade appropriate to the parent
metal and the welding position, stored in dry conditions and, where required by the manufacturer, re-
baked before use.
4.4 Priming paint: Ready mixed red lead priming paint conforming to IS 102:1962, or ready mixed red
oxide-zinc chrome priming paint conforming to IS 2074:1992, of an approved make.
4.5 Finishing paint: Synthetic enamel paint conforming to IS 2932:2003 of an approved make and shade,
applied in two coats by brushing to give an even shade.
4.6 Cement concrete for anchorage of hold-fasts, base plates and gate posts shall be of the
grade/proportion shown on the drawing, and in the absence thereof C.C. 1:2:4 with materials
conforming to IS 269:2015, IS 383:2016 and IS 456:2000.
5.0 FABRICATION, WELDING, PAINTING & ERECTION METHODOLOGY
5.1 Shop drawings: Shop drawings prepared from the drawing attached in Section 9 shall be submitted for
the approval of the Engineer-in-Charge before commencement of fabrication, and shall indicate
member sizes, joint details, shop welds and site welds, electrode type and welding symbols in
accordance with IS 813:1961.
5.2 Cutting and straightening (per Building GTS Item No. 11.4(A)): Sections shall be cut square to the
correct length as per the drawing and the cut ends finished smooth. No member length shall be built
up by welding or jointing two pieces except as shown on the drawing. All straightening and shaping
shall be effected by the application of pressure and not by hammering, and shall be carried out cold
unless otherwise directed.
5.3 Welding: Members shall be joined by electric arc welding only, in accordance with IS 800 and IS
816. Gas (oxy-acetylene) welding shall not be permitted for structural steel work except with the
specific written approval of the Engineer-in-Charge for minor or non-structural work. Surfaces to be
welded shall be free from loose mill scale, rust, paint and grease, a coating of boiled linseed oil being
permitted. Members shall be clamped and tack-welded in position before final welding. Welding shall
be carried out in the flat position wherever practicable, with the arc length, voltage and amperage
suited to the material thickness. Defective welds shall be cut out and re-welded. All welding and
cutting equipment and operations shall comply with the safety requirements of IS 818:1968.
5.4 Assembly tolerance: The diagonals of each leaf shall be equal within 3 mm; the leaf shall be free from
sag, twist and warp; and the gate shall open and close freely through its designed arc.
5.5 Priming and painting: After welding, all members shall be thoroughly cleaned of rust, scale, dirt, dust
and other foreign matter. Finished welds and adjacent parts shall be protected with clean boiled
linseed oil until slag removal and painting. One coat of red lead priming paint shall be applied before
the gate is fixed in position, followed, after fixing, by two coats of enamel paint of an approved shade
applied by brushing to give an even shade. The total dry film thickness of the paint system shall not
be less than 80 microns.
5.6 Erection and fixing: Holes and notches shall be made of the size and at the positions required after
erecting the gate in the designed position. Hold-fasts, base plates and anchor bolts shall be embedded
in cement concrete as shown on the drawing and shall not be loaded before the concrete has attained
adequate strength. The gate frame shall be erected truly plumb (deviation not exceeding 1 in 200) and
in line. Hinges shall be greased, and the push-pull locking arrangement provided inside and outside
shall be fully operable and lockable as directed.
6.0 SAMPLING, TESTING, TOLERANCE & ACCEPTANCE CRITERIA
6.1 Manufacturer's/mill test certificate shall be submitted for every lot of structural steel supplied,
together with verification at site of the section size and thickness within the rolling tolerances of IS
6.2 Manufacturer's test certificate shall be submitted for the welding electrodes (IS 814) and for the
priming and enamel paints (IS 102/IS 2074 and IS 2932), the properties being verified by the test
6.3 Welds shall be subjected to 100% visual inspection. No porosity, cracks, slag inclusion, incomplete
fusion, or undercut exceeding 0.5 mm shall be accepted. Where the Engineer-in-Charge so directs,
any doubtful weld shall be examined by dye penetrant test at the Agency's cost.
6.4 Dry film thickness of the paint system shall be measured at not less than five locations per gate; the
average shall not be less than the specified value and no individual reading shall be less than 80%
6.5 Operational test: each gate shall be opened and closed not less than ten times in the presence of the
Engineer-in-Charge or his representative; the gate shall operate freely without binding or sagging and
the locking arrangement shall engage properly from both sides.
6.6 Dimensional tolerance: the overall size of the gate shall be within ± 5 mm of the dimensions shown
on the drawing.
6.7 The consolidated schedule of sampling, testing and acceptance criteria is at Annexure-F.
7.0 DOCUMENTATION & DELIVERABLES
7.1 Approved shop drawing for each type of gate.
7.2 Mill test certificates for steel, and test certificates for electrodes and paints.
7.3 Weld inspection record and dry film thickness record for each gate.
7.4 As-fixed location schedule (chainage, bank, latitude and longitude) and geo-tagged photographs of
each gate installed, at the ‘before’, ‘during’ and ‘after’ stages in accordance with Clause 14.0 of the
General Specifications.
8.0 MODE OF MEASUREMENT AND PAYMENT
8.1 The work shall be executed as per the drawing(s) attached in Section 9 (Drawings) of this Standard
Bidding Document. Accordingly, measurement shall be made in square metres (sq.m) of the
completed gate, the area being computed from the overall dimensions of the gate as shown on the said
drawing, and payment shall be made at the contract rate for one square metre.
8.2 The rate shall be inclusive of all structural steel, fabrication, cutting, straightening, hoisting, welding
and welding consumables, connecting plates, gussets, cleats, hinges, stoppers and locking
arrangement, hold-fasts, base plates and anchor bolts, cement concrete for anchorage, cleaning of
surfaces, one priming coat of red lead paint and two coats of enamel paint, transportation, scaffolding,
tools and plant, testing, labour and all incidental works, complete.
8.3 No payment shall be made on a weight (quintal) basis; the weight-based measurement clause of the
parent R&B General Technical Specification item shall not apply to this item.
8.4 No deduction shall be made for the openings between members of the gate, and nothing extra shall be
payable for connecting plates, angle cleats, gussets or fixing hardware.
Item No. 5 Providing and fixing 1.20 Meter high fencing with 2.0 Meter long M.S. Angle posts 40mm x
40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontal lines and two diagonals
of galvanised steel barbed wire weighting 9.38 Kg. per 100 Meter, strained and fixed to posts with G.I,
staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc
1.0 SCOPE OF WORK
1.1 The scope of work shall comprise providing and fixing 1.20 m high galvanised steel barbed wire
fencing along the demarcated RoW/acquired boundary of the Narmada Main Canal and around the
SSNNL-acquired open plots, with 2.0 m long M.S. angle posts of 40 mm x 40 mm x 6 mm fixed at
2.50 m centre to centre in cement concrete 1:5:10 blocks of 0.50 m x 0.50 m x 0.50 m, strung with
five horizontal lines and two diagonals of galvanised steel barbed wire strained and fixed to the posts,
and the posts painted with three coats of oil paint, complete in all respects.
1.2 The alignment of the fencing shall be taken from the RoW boundary pegs fixed under Item No.
read with the LA Award/possession plan, and shall in no case depart from the acquired land width
without the written direction of the Engineer-in-Charge.
1.3 The scope includes setting out; clearing of the working strip; excavation of pits in all types of soil;
dewatering; cement concrete blocks; erection and plumbing of posts; curing; straining, jointing and
fixing of the barbed wire; surface preparation and painting of posts; treatment of adverse and varying
site conditions in accordance with Clause 6.0; all incidental works in accordance with Clause 7.0; and
disposal of surplus material and debris.
1.4 The work shall be executed strictly in accordance with the drawing(s) attached in Section
(Drawings) of this Standard Bidding Document, read with these technical specifications and the
directions of the Engineer-in-Charge.
1.5 The Agency shall execute the work complete in all respects as per the approved drawings, these
technical specifications and the directions of the Engineer-in-Charge, including all incidental works
necessary for the satisfactory completion of the item, and nothing extra shall be payable on the ground
that a particular operation is not expressly mentioned herein but is necessary for completion of the
2.0 APPLICABLE CODES, STANDARDS & STATUTORY REFERENCES
2.1 IS 278:2009 – Galvanized Steel Barbed Wire for Fencing – Specification (Fourth Revision), for wire
type, size, mass and galvanizing grade.
2.2 IS 280:2006 – Mild Steel Wire for General Engineering Purposes, for the base wire.
2.3 IS 4826:1979 – Hot-Dipped Galvanized Coatings on Round Steel Wire – Specification (minimum
medium/heavy coating).
2.4 IS 1340:1977 – Code of Practice for Chromate Conversion Coating, where chromate treatment is
2.5 IS 2062:2011 – Hot Rolled Medium and High Tensile Structural Steel, and IS 1852 – rolling and
cutting tolerances, for the M.S. angle posts.
2.6 IS 269:2015 (cement), IS 383:2016 (aggregates), IS 456:2000 (concrete), IS 516:1959 (tests for
strength of concrete) and IS 1199:1959 (sampling and analysis of concrete) – for the C.C. 1:5:10 post-
foundation block.
2.7 IS 2074:1992 – Ready Mixed Paint, Air Drying, Red Oxide-Zinc Chrome, Priming, for the priming
coat on the posts; IS 101 (relevant parts) – Methods of Sampling and Test for Paints; IS 1477 (Parts
and 2) – Code of Practice for Painting of Ferrous Metals.
2.8 Oil paint: The item description provides for three coats of oil painting on the M.S. angle posts, and
three coats of oil paint shall accordingly be applied. The oil paint shall be a ready mixed brushing
paint for exterior use, of an approved brand, type and shade, conforming to the relevant Indian
Standard for the type of paint approved by the Engineer-in-Charge and to the corresponding material
clause of the R&B General Technical Specification for Building Works, its properties being verified
by the test methods of IS 101. Enamel paint shall not be substituted for oil paint under this item.
2.9 R&B (P) Circle, Ahmedabad / R&B (P) Division, Nadiad – General Technical Specifications for
Road Works, 2012–13, Item No. 78 (Cement Concrete 1:5:10 in Foundation), adopted for the material
and workmanship clauses of the post-foundation block.
2.10 R&B General Technical Specification for Building Works, Material M-78 (Barbed Wire, per IS 278),
adopted for the physical and dimensional parameters of the wire as a cross-check against the mass
stated in the item description.
3.0 MANPOWER, PLANT & EQUIPMENT
3.1 A fencing crew for setting out, clearing, excavation, concreting, post erection and wire stringing, with
an experienced supervisor.
3.2 Wire strainer/stretcher, post-hole tools, crow bars, chisels for rocky strata, concrete mixer, dewatering
pump, plumb bob, spirit level and measuring tapes.
3.3 Materials procured with manufacturer's test certification, and personal protective equipment including
hand gloves for handling barbed wire.
4.0 MATERIALS – DETAILED TECHNICAL DESCRIPTION
4.1 Galvanised steel barbed wire conforming to IS 278:2009 of the type/class directed, with base wire
conforming to IS 280:2006 and hot-dipped zinc coating conforming to IS 4826:1979 (minimum
medium/heavy coating). Physical parameters: line wire of 2.50 mm diameter and point wire of
mm diameter, each within ± 0.08 mm; four-point barbs formed by two point wires twisted two turns
each around one line wire, barbs 13 mm to 18 mm long with the points cut at not more than
degrees to the wire axis; barb spacing 75 mm nominal; line wire supplied in continuous lengths with
splices not less than 15 m apart. Wire shall be supplied in coils, free from rust, kinks and loose barbs,
with the coil ends tagged and identified with the manufacturer's test certificate.
4.2 Mass of wire: The figure of 9.38 kg per 100 metre stated in the item description is the mass of the
barbed wire itself per 100 running metre of wire, and shall not be construed as the quantity of wire
required per 100 running metre of fencing. The corresponding parameter of Material M-78 of the
Building GTS — a nominal 1000 m (range 834 m to 1066 m) per 100 kg — shall be treated as the
permissible range, and the actual mass shall be verified against the manufacturer's test certificate for
the wire supplied.
4.3 Quantity of wire (for guidance): 100 running metre of completed fencing, having five horizontal rows
and two diagonals in each bay of 2.50 m, requires approximately 720 running metre of barbed wire,
that is to say about 68 kg. The full quantity of barbed wire actually required for the five horizontal
lines and two diagonals is deemed included in the quoted rate, and no claim on account of the mass
stated in the item description shall be entertained.
4.4 Posts: M.S. angle 40 mm x 40 mm x 6 mm, 2.00 m long, conforming to IS 2062:2011 Grade E250
Quality A, straight, of full section, free from bends, twists and rust pits, with ends cut square and the
top given a 45-degree cut or cap as shown on the drawing. Holes or notches for fixing the wire shall
be provided at the specified spacing as shown on the drawing.
4.5 Fixing of wire to posts: The barbed wire shall be secured to the posts with G.I. staples as provided in
the item description. Where the section of the M.S. angle post does not permit stapling, the wire shall
be passed through 5 mm diameter holes drilled in the post at the specified spacing and secured with
G.I. binding wire of 2.00 mm diameter twisted not less than three turns. Nothing extra shall be
payable on this account.
4.6 Foundation materials (per R&B GTS Item No. 78): The 0.50 m x 0.50 m x 0.50 m lean concrete block
(1 cement : 5 sand : 10 graded stone or brick-bat aggregate of 40 mm nominal size) shall use cement
conforming to IS 269:2015; sand that is natural, clean and well graded with silt content not exceeding
8% by field test (IS 383:2016); hard stone or brick-bat coarse aggregate conforming to IS 383:2016;
and clean potable water conforming to IS 456:2000.
4.7 Paint: Priming coat of ready mixed red oxide-zinc chrome priming paint conforming to IS 2074:1992,
followed by three coats of oil paint of approved brand, type and shade as provided at Clause 2.8. The
make and shade shall be got approved by the Engineer-in-Charge before procurement.
5.0 DETAILED METHODOLOGY FOR INSTALLATION / ERECTION
5.1 Preparation: The alignment shall be taken from the pegs fixed under Item No. 1. A working strip of
1.00 m on either side of the fence line shall be cleared of bushes, shrubs, grass, undergrowth, loose
stones, debris and other obstructions, and the cleared material disposed of as directed by the Engineer-
in-Charge within a lead of 1 km.
5.2 Alignment and setting out: The fence line shall be set out with a string line or Total Station between
successive RoW pegs, and the post positions marked at 2.50 m centre to centre. Straight runs shall be
truly straight; changes in direction shall be made only at the corner points of the RoW boundary. A
straining/corner post arrangement with struts, as shown on the drawing, shall be provided at every
change of direction exceeding 15 degrees, at the beginning and end of every run, and at intervals not
exceeding 100 m, or as directed by the Engineer-in-Charge; the same is deemed included in the
quoted rate unless separately provided in the Bill of Quantities.
5.3 Excavation: Pits of 0.50 m x 0.50 m x 0.50 m shall be excavated true to line and level at 2.50 m centre
to centre along the demarcated boundary, in all types of soil. The bed shall be cleared of loose
material, levelled, watered and rammed before concreting. Excavated earth shall be stacked and
reused for backfilling and levelling, and the surplus disposed of within a lead of 1 km.
5.4 Concreting and anchoring (per R&B GTS Item No. 78): A lean concrete layer of 0.15 m thickness
shall be laid at the pit bottom; the M.S. angle post shall then be positioned truly plumb and in line and
the block cast around it to the full size of 0.50 m x 0.50 m x 0.50 m. Concrete shall be mixed
mechanically for a minimum of 1.5 to 2 minutes per batch (hand mixing only with the approval of the
Engineer-in-Charge and with 10% additional cement); placing and compaction in layers shall be
completed within 30 minutes of adding water. The top of the block shall be finished 50 mm above
ground level and sloped to drain. The block shall be cured continuously wet for a minimum of 7 days
before the wire is strung.
5.5 Post embedment and effective height: The post shall be embedded 0.50 m within the C.C. 1:5:10
block, leaving a net projection of 1.50 m above finished ground level. The topmost horizontal row of
barbed wire shall be fixed at 1.20 m above finished ground level, being the specified fencing height,
and the balance projection of 0.30 m above the topmost row shall be maintained uniform in line and
level throughout the reach. Where the Engineer-in-Charge directs that the net projection of the post be
kept at 1.20 m, the pit shall be deepened to 0.80 m and the additional depth backfilled with the same
C.C. 1:5:10, and no extra payment shall be admissible therefor.
5.6 Spacing of wires: Five horizontal rows of barbed wire shall be provided, the bottom row being
mm above finished ground level and the remaining rows equally spaced so that the topmost row lies
at 1.20 m above finished ground level, giving a spacing of approximately 262 mm centre to centre.
Two diagonals shall be provided in each bay, running from the top of one post to the bottom of the
adjacent post and crossing at mid-bay.
5.7 Jointing and straining: The wire shall be strung with a wire strainer to a uniform tension, without
over-straining and without permanent set. Joints and splices shall be made only by a proper splice
with not less than three turns; splices in adjacent rows shall be staggered, shall not be less than 15 m
apart in any one row, and shall not be made within 300 mm of a post.
5.8 Fixing: The wire shall be fixed to the posts as provided at Clause 4.5, and shall be placed on the outer
face of the posts, that is to say the face away from the canal, unless otherwise directed, so that
pressure applied from outside bears upon the post.
5.9 Finishing: The buried portion of the post and the length up to 150 mm above ground level shall be
given the priming coat before concreting. After erection the posts shall be cleaned and painted with
three coats of oil paint of approved shade. The completed fencing line shall be true to line and level,
and the site shall be cleared of all debris, surplus material and cut vegetation on completion.
6.0 EXECUTION UNDER ADVERSE AND VARYING SITE CONDITIONS
The Agency shall be deemed to have inspected the alignment and satisfied itself as to the site
conditions before quoting its rate. The following conditions, which are likely to be encountered during
execution, shall be dealt with as provided below; the methodology, the treatment of such locations and
the responsibility of the Agency being as stated, and no extra rate or additional item shall be
admissible on account thereof unless expressly provided in the Bill of Quantities.
6.1 Dense jungle/vegetation: Cutting, uprooting, clearing and disposal of bushes, shrubs, undergrowth,
live hedges and small trees up to 300 mm girth within the working strip shall be carried out by the
Agency and is deemed included in the quoted rate. Trees exceeding 300 mm girth shall not be cut
without the prior written permission of the Engineer-in-Charge and compliance with the requirements
of the Forest/Tree authority; where such a tree stands on the alignment, the fencing shall be locally
aligned around it or the post spacing locally adjusted, as directed.
6.2 River, drain and nallah crossings: No post shall be founded within the flowing section of a river, drain
or nallah. The fencing shall be terminated on either bank with a properly strained end post with strut,
at a location above the highest flood level as directed. Where the crossing does not exceed 5 m, the
fencing may be continued across with additional straining at both ends as directed; in all other cases
the gap shall be left open, or closed with a removable/dropper arrangement, as directed by the
Engineer-in-Charge.
6.3 Uneven/undulating ground: The fencing shall follow the ground profile in short steps, the effective
height of 1.20 m being maintained above finished ground level at every post. Where the ground slopes
across the alignment, the pit depth and post projection shall be locally adjusted so that the full
embedment of 0.50 m is obtained from the finished ground level. In cuttings, embankments and rocky
strata the pit shall be excavated by chiselling or other controlled means; no extra rate shall be
admissible for excavation in hard or rocky strata unless a separate item is provided in the Bill of
6.4 Existing structures and utilities: Before excavation the Agency shall ascertain, from the concerned
authority and by trial pits where necessary, the presence of underground and overhead utilities such as
water supply, sewer, gas, power, telecom and irrigation pipelines. Excavation within the zone of
influence of any such utility shall be carried out manually. Any damage caused shall be made good by
the Agency at its own cost and the Agency shall be responsible for all consequential claims and
penalties. Where the alignment fouls an existing structure, the fencing shall be locally realigned, or
terminated and restarted, as directed by the Engineer-in-Charge.
6.5 Existing roads and approaches: The fencing shall be terminated on both sides of an existing road,
approach, cattle crossing or canal service road entry with strained end posts. The opening so left shall
be provided with the entry gate under Item No. 4 where such a gate is provided in the Bill of
Quantities for that location; otherwise the opening shall be left as directed. In no case shall the fencing
obstruct an existing legal access.
6.6 Encroachments: Where the alignment passes through an existing encroachment, the Agency shall not
undertake any removal or demolition whatsoever. The fact and the extent shall be reported forthwith
to the Engineer-in-Charge with reference to the Encroachment Record prepared under Item No. 2, the
fencing shall be discontinued at that location, and shall be taken up after the encroachment has been
removed by the Department. No claim for idling, re-mobilisation, extension of rate or price escalation
shall be entertained on this account, and the length not executed shall simply not be measured.
6.7 Waterlogged areas: Dewatering by pumping or bailing so as to keep the pit dry during excavation,
concreting and curing shall be carried out by the Agency and is deemed included in the quoted rate.
Concrete shall in no case be placed in standing water. Where the ground remains permanently
waterlogged, the size or depth of the block shall be increased, or a raised plinth provided, as directed
by the Engineer-in-Charge.
6.8 Any other obstruction: Any other obstruction likely to be encountered during execution — including
poles, guard stones, shrines, graves, live fences, existing walls, canal structures and inspection paths
— shall be reported to the Engineer-in-Charge and the alignment locally adjusted as directed. The
alignment shall not depart from the acquired RoW width without the written approval of the
Engineer-in-Charge.
6.9 Responsibility and terms applicable to all the above situations: In every such case the Agency shall (i)
give prior written intimation to the Engineer-in-Charge; (ii) obtain the written direction of the
Engineer-in-Charge before executing any deviation; (iii) record the location chainage-wise with
photographs in accordance with Clause 14.0 of the General Specifications; and (iv) reflect the
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