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NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT KALINGA NAGAR INDUSTRIAL COMPLEX
DUBURI, ORISSA
INVITATION TO TENDER
FOR
CIVIL WORKS FOR AUXILIARY UNITS
PKG – NO 117 R2 (Part-A)
VOL-I & VOL-II
MECON LIMITED RANCHI – 834 002
ITT No. 11.80.Q693/NINL-PH-II/117 R2 (Part-A)
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 2 of 126 Pkg:117 R2 (Part-A)
VOL-I :
INVITATION TO TENDER
CONTENTS
SECTIONS DESCRIPTION
SECTION-I INVITATION TO TENDER
SECTION-II INSTRUCTIONS TO BIDDERS (ITB)
SECTION-III BID DATA SHEET (BDS)
SECTION-IV FORMS SECTION- V PRICE SCHEDULES
VOLUME-II
Sl. No. Description
1. Draft Contract Agreement
2. Schedule – 1 : General Conditions of Contract
3. Schedule – 2 : Special Conditions of Contract
4. Schedule – 3 : Price Schedules
5. Schedule – 4 : Contract Specification comprising of:
(a) Technical Specification no.
MEC/TS/Q693/11/11/117 R2 (Part-A) including
Schedule of Quantities
(b) Specification for civil engineering works no. 11-
CIVIL-GS-07, September 06
6. Annexures
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DUBURI, ORISSA
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SECTION – I: INVITATION TO TENDER
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SECTION-I : INVITATION TO TENDER
NEELACHAL ISPAT NIGAM LTD.
DUBURI, JAJPUR,ORISSA (INDIA)
ITT No: 11.80.Q693/NINL-PH-II/117 R 2 (Part-A) Dated : 29.11.2008
Neelachal Ispat Nigam Limited (NINL) hereinafter referred to as “Purchaser”
invites Open Tenders from reputed and experienced DOMESTIC bidders for Civil
Works for Auxiliary Units (Pkg. 117 R 2 (Part-A) for Iron & Steel Plant of the Purchaser located at
Duburi, Distt: Jajpur, Orissa (India) as per details given herein below and would invite you to submit
your best binding offer within the stipulated date and time.
The Bid Documents, available to be downloaded from NINL’s web site www.ninl.in,
comprises the following:
Vol – I : Invitation to Tender comprising of Instructions to Bidders, Bid Data Sheet
(BDS), Forms and Price Schedules.
Vol – II : Draft Contract comprising of :
(a) Draft contract for Civil Works for Auxiliary Units.
(b) Contract Specification [Schedule – 4 of draft Contract]
consisting of:
(i) Technical Specification No. MEC/TS/Q693/11/11/117 R 2
(Part-A) for Civil Work for Auxiliary facilities including
Schedule of Quantities and
(ii) Specification for Civil Engineering Works no. 11-
CIVIL-GS-07, September 06.
Salient feature of this invitation are furnished herein below. The details are given in
respective Volumes/sections of Bid Documents.
1.0 SCOPE OF WORK
The scope of work under this bidding shall comprise of entire civil engineering works of all
ancillary units including site leveling, buildings, foundations, overhead water tower,
underground constructions, roads and drains, basements, scale pits etc as per drawings,
instructions and specification to be furnished from time to time by the Purchaser and as
detailed in Technical Specification MEC/TS/Q693/11/11/117 R 2 (Part-A).
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For details of scope of work refer bid documents enclosed
2.0 COMPLETION TIME
The completion period of the work covered under Sl. No. 1.0 given herein above shall be
12 (Twelve) months from date of Letter of Award (LOA)
.
3.0 Bidder have to download the bidding document from website at www.ninl.co.in and submit the
bid.
4.0 It shall be the responsibility of the persons submitting the bid to ensure that the bid has been submitted in the formats and as per the terms and conditions of the tender documents and no change should be made therein. In the event of any doubt regarding the terms and conditions/ formats, the person concerned may seek clarifications from the authorized officer of NINL/MECON
In case any tampering/ unauthorized alteration is noticed in the Bid submitted from the Bidding Document available on the NINL Website, the said Bid shall be summarily rejected and the Purchaser shall have no liability whatsoever in the matter.
Bidders are to note that deviations to bid are not entertained. However, unavoidable deviations, if any, proposed by the bidder must be separately indicated for acceptance or other wise by NINL . Such proposed deviations will not be treated as tampering for the purpose of application of the clause.
5.0 COST OF TENDER DOCUMENTS
The cost of the tender documents (non-refundable) is Rs. 5000/- which shall be submitted
alongwith the tender by way of Demand Draft for Rs.5000/-, drawn in favour of “Neelachal Ispat
Nigam Limited” payable at Kalinganagar / Jajpur Road / Bhubaneswar, in addition to other
formalities stipulated therein, failing which the tender shall be considered invalid. The tender
document is to be downloaded from NINL’s web site www.ninl.in.
6.0 EARNEST MONEY DEPOSIT
The Bidders are required to submit Earnest Money Deposit as detailed below along with bid in the
form and manner as described in the "Instructions to Bidders", Section- II, Vol – I of the bid
document. INR 10,00,000 ( Rupees Ten Lakh Only)
7.0 DUE DATE FOR SUBMISSION OF BID
You are requested to submit your bid complete in all respect in accordance with the bid documents so
as to reach the Office of Dy. General Manager (Commercial), Neelachal Ispat Nigam Limited, Kalinga
Nagar Industrial Complex, Duburi – 755 026 (Orissa) on or before 15:00 (fifteen) hours “Indian
Standard Time (IST)” on 15 December 2008.
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IRON AND STEEL PLANT
DUBURI, ORISSA
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8.0 ELIGIBILITY AND QUALIFICATIONS OF BIDDERS
The stipulated eligibility and qualification requirements are given in Bid documents
9.0 VALIDITY
The Bid submitted by the bidder shall remain valid for a period of 90 (Ninety) days from the due date
of submission of bids (excluding the last date of submission of Bids).
10.0 The Purchaser reserves the right to accept or reject any bid, or to annul the bidding process and
reject all bids at any time prior to award of contract, without assigning any reason thereof and
without thereby incurring any liability whatsoever, to the affected Bidder(s).
11.0 The Purchaser also reserves the right to amend the scope of work, modify the Bid documents.
12.0 The Purchaser further reserves the right to postpone the date of receipt and opening of bids without
bearing any liability whatsoever consequent upon such decision.
13.0 The work order / contract on the successful bidder shall be awarded by the Purchaser i.e. M/s
Neelachal Ispat Nigam Limited.
14.0 Purchaser / Consultant does not assume any responsibility whatever in case of misplacement, loss or
delay in receipt of Bidding document / Bid of Bidder sent through post/ courier.
Please acknowledge receipt of the Bid Documents.
Yours faithfully,
Enclosures: As Above for Neelachal Ispat Nigam Ltd.
(A. S. Dash )
DGM(Commercial)
Email [email protected]
Phone: 06726 – 264002 – 008 (7-lines)
Fax: 0651 - 264009
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SECTION- II: INSTRUCTIONS TO BIDDERS (ITB)
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DUBURI, ORISSA
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Table of Clauses
Description Page nos.
A. Introduction........................................................................................................................................... 9 of 126
1. Genral Project Information & Requirements............................................................................ 9 of 126
2. Eligible Bidders ........................................................................................................................ 9 of 126
3. Qualification Requirements ..................................................................................................... 9 of 126
B. The Bid Documents.............................................................................................................................. 11 of 126
4. Content of Bid Documents....................................................................................................... 11 of 126
5. Understanding Bid Documents and Local Conditions ............................................................. 11 of 126
6. Clarification of Bid Documents and Bidders (Pre-Bid) Conference......................................... 12 of 126
7. Amendment of Bid Documents ............................................................................................... 13 of 126
8. Cost of Tendering .................................................................................................................... 13 of 126
C. Preparation of Bid ................................................................................................................................ 13 of 126
9. Language of Bid..................................................................................................................... 13 of 126
10 Bid Security (Earnest Money Deposit) ........................................................................... 13 of 126
11 Documents Comprising of Bid ............................................................................................... 14 of 126
12 Bid Validity……………………………………………………………………………………..… 16 of126
13 Format and Signing of Bids………………..………………………………………………..……..16 of 126
D. Submission of Bids............................................................................................................................... 17 of 126
14. Sealing and Marking of Bids.................................................................................................. 17 of 126
15. Deadline for Submission of Bids............................................................................................ 18 of 126
16. Late Bids................................................................................................................................ 18 of 126
E. Evaluation of Bids................................................................................................................................. 18 of 126
17. Evaluation of Earnest Money Deposit (Part-I) ...................................................................... 18 of 126
18. Evaluation of Technical & Commercial Bids (Parts - II & III) ................................................. 18 of 126
19. Clarification of Bid & Techno commercial discussions ......................................................... 19 of 126
20. Evaluation of Price Bids (Part - IV) ........................................................................................ 20 of 126
21. Disqualification....................................................................................................................... 20 of 126
F. Award of Contract ................................................................................................................................. 21 of 126
22. Award Criteria ........................................................................................................................ 21 of 126
23. Purchaser's Right to Accept Any Bid or to Reject Any or All Bids......................................... 21 of 126
24. Letter of Award (L.O.A).......................................................................................................... 21 of 126
25. Security Deposit .................................................................................................................... 21 of 126
26. Signing of contract agreement............................................................................................... 21 of 126
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A. INTRODUCTION
1.0 GENERAL PROJECT INFORMATION & REQUIREMENTS
Neelachal Ispat Nigam Ltd., incorporated under the Companies Act 1956 having its registered office at IPICOL House, Annexe. 1
st Floor, Janpath, Bhubaneswar, Orissa, PIN-751022, has set up an
integrated Iron and Steel Plant at Kalinga Nagar Industrial Complex, Duburi, Distt. – Jajpur, Orissa, Pin-755026. It requires to set up and install the facilities / Plant & Equipment as described under Bid documents for which this enquiry is being issued.
Duburi is situated approximately 12 Kms from Jajpur Keonjhar Road Rly. Station,and is approximately 100 Kms from Bhubaneswar, the capital of Orissa, and is situated on the National Highway connecting Paradeep and Kanaktora and is connected by Railway line from Howrah to Chennai.
Bhubaneswar is connected by airlines to a major Indian cities. The nearest sea-port is located at Paradeep. Equipment can also be sea / air freighted to Kolkata. Bhubaneswar provides boarding and lodging facilities of high standard. Fairly good local transport facilities are also available in Bhubaneswar.
1.1 Brief Scope of work
The details of scope of work as envisaged are given in respective volumes / sections of the Bid Document. The description of the scope of work is meant to give the Bidder an idea of the overall magnitude, extent and type of work to be carried out under the Contract. The Bidder(s) are advised to visit the site, collect all the information and assess further requirements for the purpose of preparation & submission of their bid.
2.0 ELIGIBILE BIDDERS Unless otherwise specified in Bid Data Sheet (BDS), a Bidder meeting the criteria as stipulated under
following sub-clauses and applicable Qualification Requirements thereof as stipulated under Bid documents is eligible to participate in the Bid. It will be the sole responsibility of the Bidder to provide supporting evidences and establish to the satisfaction of the Purchaser that it meets the stipulated criteria of eligibility and Qualification requirements thereof.
2.1 The Bidder as sole Bidder in the same name and style shall have appropriate legal status by virtue of
a deed of incorporation, memorandum and articles of association, Partnership Deed etc. enabling him to execute relevant contract for the work.
2.2 VOID 2.3 Bidder as Company formed with amalgamation of two or more companies provided satisfactory
proof of such amalgamation is furnished alongwith the documentary evidences.
2.4 Bidder as Company formed after splitting of a company.
3.0 QUALIFICATION REQUIREMENTS
3.1 Technical
3.1.1 The Bidder shall meet the technical requirements as specified in BDS.
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3.1.2 Unless otherwise stated in BDS, the bidder shall submit documents in support of his meeting the
specified technical requirements, including followings along with the bid:
(i) Details of Ref. of similar work as per form-6
(ii) Performance certificate from the Clients for satisfactory completion and operation of the Units/Works executed by the bidder.
3.2 Financial
3.2.1 The Prime/Sole Bidder shall meet the requirements as specified in BDS:
3.2.2 Unless otherwise stated in BDS the bidder shall submit following supporting documents along with the bid:
(i) Audited balance sheet and profit & loss account for last three consecutive financial years
preceding the current financial year. In case, the immediately preceding financial year (w.r.t.
the current financial year) has ended within three months from due date of submission of
bids, then the Audited balance sheet and the profit & loss account in respect of immediately
preceding three consecutive financial years shall be submitted.
(ii) Solvency Certificate from Bank.
(iii) If prime bidder is an Indian firm or an Indian firm is a consortium member with a foreign
prime bidder they shall submit latest valid sales tax registration certificates in respect of
Indian Firms.
3.3 In case of Joint Ventures companies if the Bidder does not meet the stipulated requirements on its
own, it can qualify if its promoter companies, either singly or jointly meets the qualification
requirements as stipulated above in full and, the Bidder submits the evidence(s)/undertaking to the
satisfaction of the purchaser that its promoter(s) shall extend all the technical, managerial and
financial support to the Bidder required for discharging all its obligations under the contract.
3.4 In case of subsidiaries of companies, if the Bidder does not meet the stipulated requirements on its
own, it can qualify if its parent company meets the qualification requirements as stipulated above in
full and, the Bidder submits the evidence(s)/undertaking to the satisfaction of the purchaser that its
parent company shall extend all the technical, managerial and financial support to the Bidder
required for discharging all its obligations under the contract.
3.5 In case of Companies formed with amalgamation of two or more companies, if the Bidder does not
meet the stipulated requirements on its own, it can qualify if its constituent companies, either singly
or jointly meets the qualification requirements as stipulated above in full provided, satisfactory proof
of such amalgamation is furnished.
3.6 In case of companies formed after splitting of a company, it can qualify, if its parent company meets
the qualification requirements as stipulated above in full, only if the bidder is the true legal successor
of the parent company and to the extent the succession is permitted.
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B. BID DOCUMENTS
4.0 CONTENT OF BID DOCUMENTS
4.1 Unless otherwise specified in BDS, the Bid Documents shall generally comprise the followings:
(i) Invitation to Tender / Notice Inviting Tender, Instructions to Bidders (ITB), Bid Data Sheet (BDS), Forms and Price Schedules.
(ii) Draft Contract including General Conditions of Contract & Special Conditions of Contract and
(iii) Technical Specification including General Specification
4.2 Transfer of Bid Documents/Bids:
Transfer of bid documents purchased by/issued to one bidder to another is not permissible. Similarly
transfer of Tenders submitted by one bidder to another party is not permissible. The alteration of bid
once submitted is also not permissible except when agreed to by Purchaser in writing.
5.0 UNDERSTANDING BID DOCUMENTS AND LOCAL CONDITIONS
5.1 The Bidder is required to carefully examine the Notice Inviting Tenders, Draft Contract, General
Conditions of Contract, Technical Specification, drawings and other details relating to work as given in
the Bid Document and fully acquaint himself as to all conditions and matters which may in any way
affect the work or the cost thereof. The Bidder shall be deemed to have on his own and independently
obtained all necessary information for the purpose of preparing the bid and his bid as accepted shall
be deemed to have taken into account all contingencies as may arise due to such information or lack
of the same.
5.2 The Bidder shall be deemed to have known the scope, nature and magnitude of the work and the
requirements of materials and labour involved etc. and as to all work he has to complete in
accordance with the Contract no matter whatever be the defects, omissions or errors that may be
found in the Bid Documents.
5.3 The Bidder is advised to visit and examine the site where the project/facilities are to be installed
and its surroundings and obtain for itself on its own responsibility all information including the
procedure for engagement of agencies/ labour, that may be necessary for preparing the bid and
entering into a contract.
5.4 Bidder shall be deemed to have carefully examined the site and surroundings, to have satisfied himself
about the nature and details of all existing structures, if any, and also as to the nature and conditions of
the railways, roads, bridges and culverts, means of transport and communications, whether by land,
water or air and as to possible interruptions thereto and the access to and from the site, to have made
independent enquiries, examined and satisfied himself as to the sources for obtaining sand, stones,
bricks and all other construction materials applicable royalties, the sites for disposal of surplus earth
and debris, the available accommodation, underground existing services, sub-soil conditions, sub-soil
water conditions, storms, prevailing winds, climatic conditions and all other similar matters which may
affect the work.
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5.5 The Bidder and any of its personnel or agents will be granted permission by the Purchaser to enter
upon its premises and lands for the purpose of such inspection, but only upon the express
condition that the Bidder, its personnel and agents will release and indemnify the Purchaser and its
personnel and agents from and against all liability in respect thereof and will be solely responsible
for death or personal injury, loss of or damage to property and any other loss, damage, costs and
expenses incurred as a result of the inspection.
5.6 Minimum wages for contract labour shall be paid as applicable in that region from time to time. Claims
and objections due to ignorance of site conditions will not be considered after submission of bid.
5.7 The Bidder shall be deemed to have acquainted himself with the Indian Income Tax Act, 1961, Indian
Companies Act, 1956, Indian Customs Act 1962, Indian Electricity Act, Electricity Rules, Factories
Act, Pollution Control Regulation and other Acts & Laws, rules and regulation as applicable for
execution of works and prevalent in India, respective State(s) and at Project Site and as amended
from time to time. The Purchaser shall not entertain any request for clarifications from the Bidders
regarding such local conditions.
5.8 Any neglect or omission or failure on the part of the Bidder in obtaining necessary and reliable
information as stated above or on any other matter affecting the Bid shall not relieve him from any
risks or liabilities or the entire responsibility for completion of the work in accordance with the Bid
Documents
5.9 Failure to furnish all information required by the bid documents or submission of a bid not
substantially responsive to the bid documents in every respect will be at the Bidder’s risk and may
result in rejection of its bid.
5.10 The Bidder shall contact the person at the address as specified in BDS, with prior appointment for
arranging site visit
6.0 CLARIFICATION OF BID DOCUMENTS AND BIDDERS (PRE-BID) CONFERENCE
6.1 A prospective Bidder requiring any clarification of the bidding documents may submit his queries to
the Purchaser, in written communication, at the address specified in BDS for submission of bids.
The Purchaser will respond in writing to any request for clarification of the bid documents that it
receives no later than Fourteen (14) days prior to the deadline for submission of bid set by the
Purchaser. The Purchaser shall be under no obligation to respond to queries, which it receives
after this stipulated deadline.
6.2 All such points for clarifications on the Bid Document should be made in one original and 5(five)
hard copies. Written copies of the Purchaser’s response (including description of the query but
without identifying its source) will be sent to all prospective bidders that have received the bid
documents till that date.
6.3 The Purchaser may convene a Bidders Conference (Pre-Bid Meeting) to clarify the Bidders’
queries and address other Bid Document related issues which may come up at that stage. The
Date & venue of, pre-bid meeting, if any, shall be communicated at least 7 days in advance. The
bidder’s authorised representative will be invited to attend the same.
6.4 In case any query remain un-replied it shall be construed that in respect of such query, the
respective stipulation of the Bid Document shall continue to apply and/or no new stipulation is
made with respect to such query.
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7.0 AMENDMENT OF BID DOCUMENTS
7.1 At any time prior to the deadline for submission of bids, the Purchaser may, for any reason,
whether at its own initiative, or in response to a clarification requested by a prospective Bidder,
amend the bid documents. All such amendments shall be construed as integral part of the Bid
Documents thereafter.
7.2 The amendment will be notified in writing to all prospective bidders who have purchased / been
issued the bid documents and will be binding on them. Bidders are required to acknowledge the
receipt of such amendments, and it will be assumed that the same have been taken into account by
the bidder in its bid.
7.3 In order to afford prospective Bidders reasonable time in which to take the amendment into
account in preparing their bid, the Purchaser may, at its discretion, extend the deadline for the
submission of bids, in which case, the Purchaser will notify all bidders in writing of the extended
deadline.
8.0 COST OF TENDERING
The Bidder shall bear all costs associated with the preparation and submission of its bid including site
visits undertaken by the Bidder, and the Purchaser will in no case be responsible or liable for these
costs, regardless of the conduct or outcome of the tendering process.
C. PREPARATION OF BIDS
9.0 LANGUAGE OF BID
9.1 The Bid prepared by the Bidder and all correspondence(s) incidental to and concerning the Bid
shall be in ‘English’ Language.
9.2 Printed literature(s)/Documents furnished by the Bidder written in another language, can be
accepted by the Purchaser provided, such literature(s)/documents are accompanied by translation
of its pertinent passages (which the bidder desires to be taken into account by the Purchaser in its
evaluation), in the language of the bid, failing which such literatures/documents shall not be taken
into account by the Purchaser for evaluation of the bid. For purposes of interpretation of the bid,
the translation shall govern and the responsibility for correctness in translation shall solely rest
with the bidder.
10.0 BID SECURITY (EARNEST MONEY DEPOSIT)
10.1 The Bidder shall furnish, as part of its bid, a bid security (Earnest Money Deposit), for the amount
as specified in Bid Data Sheet (BDS).
10.2 The bid security shall be in the form of either a demand draft drawn on an Indian Nationalised Bank /
Scheduled bank in a manner as specified in Bid Data Sheet (BDS) , or a Bank Guarantee from an
Indian Nationalised Bank/Scheduled bank operable at place as specified in BDS.
10.3 In case of Bank Guarantee form a foreign bank it shall be from a first class foreign bank and it shall be
counter guaranteed by an Indian Nationalised bank / Schedule bank. Bank Guarantee from Indian
Branch of a Foreign Bank is acceptable provided the Indian Branch is recognised by Reserve Bank Of
India as a scheduled bank.
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10.4 The format of the bank guarantee shall be in accordance with the “Earnest Money Bank Guarantee
Form” included in the bidding documents; other formats may be permitted, subject to the prior
approval of the Purchaser.
10.5 Bid security shall remain valid for a period of 90 (Ninety) days beyond the original bid validity
period. The bid security validity may be required to be extended, on request of the Purchaser, in
the event of extension of Bid Validity.
10.6 Any bid not accompanied by an acceptable bid security, shall be rejected by the Purchaser as
being non-responsive. The bid security of a joint venture/Consortium must be in the name of all the
partners in the joint venture/Consortium submitting the bid.
10.7 The bid securities of unsuccessful bidders will be returned after the award of the contract.
10.8 The bid security of the successful Bidder will be returned, when the Bidder has furnished the
required security deposit in terms of bidding document and, has signed the Contract Agreement.
10.9 The bid security may be forfeited
(a) if the Bidder withdraws/revokes unilaterally its bid either in part or whole during the
period of bid validity.
(b) the prices are increased unilaterally after submission of the bid during its validity,
(c) in the case of a successful Bidder, if the Bidder fails within the specified time limit
(i) to furnish the required security deposit towards as required,
(ii) to sign the Contract Agreement.
11.0 DOCUMENTS COMPRISING OF BID
The Bidder shall prepare and submit the offer in 4 (four) parts in four separate envelopes as follows:
11.1 Part – I : Earnest Money Deposit (EMD)
Earnest Money Deposit as per stipulations of ITB shall be submitted as Part-I of the Bid in separate envelope.
The Bid not accompanied by EMD as per ITB stipulations shall be liable for rejection.
11.2 Part-II: Technical Bid
Technical part of the Bid (Part-II) shall interalia include:
i) Documents and evidences in support of bidder’s fulfillment of stipulated technical qualification requirements,
ii) Technical details of the offer consisting of all the technical information including description of plant/units/equipment, facilities, drawings, documents/leaflets & filled-up questionnaires as given in bid documents. Technical details shall interalia include:
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a) Complete description of the plant and equipment offered including their principles of
operation and materials of manufacture with drawings and other information and
documents;
b) The details of the various technical parameters and values as per requirement of bidding documents and performance guarantees proposed to be demonstrated, in respect of the Plant and Equipment under the work offered;
c) Itemised weights for Plant & Equipment.
iii) Detailed time schedule for completion of various activities of Work/Project within the time of
completion of the project as per format provided in bid document,
iv) Resource deployment schedule indicating the bidder's proposal for deployment of (a)
construction equipment and other facilities at site and (b) organisation and man-power
deployment for this work at bidder's head office as well as at site as per format provided in bid
document,
v) List of commissioning spares, recommended spares for operation and maintenance and Insurance Spares, list of initial fill of oils, lubricants, grease and other consumables, and list of special tools and tackles, as required under bid documents,
vi) Details of consortium partner contractors and proposed major sub-contractors, if any along
with, division of work;
vii) Technical deviations as per format, if any, included in Contract / Technical Specification;
viii) Guaranteed PG parameters for Plant / Equipment in conformity with the requirements and
conditions stipulated in the bid documents.;
ix) Any other technical information the bidder wishes to furnish.
11.3 Part – III : Commercial Bid
i) Documents and evidences in support of bidder’s fulfillment of stipulated eligibility
requirements,
ii) Documents as required under Financial Qualification requirement,
iii) Duly filled in and signed "Form of Bid";
iv) Power of Attorney/authorisation with the seal of the company in favour of the authorised
signatory of the Bid;
v) A copy of Draft Contract(s), each page duly signed and stamped with official seal, by
authorised signatory of the Bid, as token of acceptance of terms, conditions contained therein.
vi) Copies of all price schedules (price part) BLANKING THE PRICE FIGURES but with all other details;
vii) Details of present commitments of the bidder;
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viii) Duly filled in Questionnaire on Financial Status as per format provided in bid document,
ix) Deviations to the Commercial Terms and Conditions, if any, as per format provided in bid document,
x) Copies of State Sales Tax (OST)/Central Sales Tax(CST) registration with Govt. authorities in respect of Indian Bidders (Sole Bidders, Indian Partner of Consortium) or proposed major Indian Sub-Contractor of the Foreign Bidders;
xi) Copies of labour license(s) from statutory authorities, including electrical licences for
supervisors/labours for carrying out electrical work (from Govt. of Orissa) or in case the same
is not available for the respective state(s), an undertaking that the same shall be obtained and
submitted after the award of contract and before commencement of the work by the bidder at
its own cost and risk;
xii) Statement containing very brief details of cases, if any, instituted against the Bidder and the
forum in which they are pending;
11.4 Part-IV: Price Bid
(i) The bidder shall ensure that prices are quoted for full scope of work as stipulated in bid
documents and in accordance with the terms of the bid document.
(ii) Price Part shall consist of prices with detailed break-up of each item along with unit rates. This part shall interalia include:
(a) Prices with Detailed break-up of price of each item as per annexed formats/Price
Schedules.
(b) List and itemised price of recommended spares for operation & maintenance,
insurance spares, special tools and tackles, if any, and as required,
12.0 BID VALIDITY
12.1 Bids shall remain valid for the period of 180 days from the due date of submission of bids
(excluding the last date of submission of bids). A bid valid for a shorter period may be liable for
rejection by the Purchaser.
12.2 If required, the Purchaser may request the Bidder to extend the bid validity period.
13.0 FORMAT AND SIGNING OF BIDS
13.1 Part – I of bid i.e. EMD alongwith its one copy shall be sealed in separate envelope and shall be
marked as “Part – I of Bid : Earnest Money Deposit” [one original and one copy].
13.2 The Bidder shall prepare one (1) original and the five (5) copies each of part-II (Technical) & part-
III (Commercial) of bid and one original and one copy of part – IV (price) of bid and seal each one
of them in a separate envelope, clearly marking each one as: “ORIGINAL-PART-I”, “ORIGINAL-
PART-II”; “ORIGINAL- PART-III”, “ORIGINAL – PART – IV”, COPY NO. 1-PART-I,” “COPY NO. 1-
PART-II,” COPY NO. 1-PART-III” , “COPY NO. 1-PART-IV” and so on as appropriate.
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13.2 The original and all copies of the bid shall be typed or written in indelible ink on white paper with all
pages of A4 size. All pages of original bid as well as copies of the bid, except for unamended
printed literature, shall be signed and stamped with official seal by the authorized signatory of the
Bidder and machine numbered. Original and copies of bid shall be in solid binding.
13.3 Bid shall be submitted under a covering letter indicating clearly the summary of bid chapters with
annexures/schedules of the complete bid. All the copies of bids shall be complete in all respects with
all their attachments/enclosures.
13.4 In the event of any discrepancy between the original and any copy, the original shall govern and
shall be considered for the purpose of evaluation of the Bid by the Purchaser.
13.5 Insertion, post script, addition and alteration in the bid shall not be considered for the purpose of
evaluation by the purchaser unless confirmed by the authorized signatories of bids and official seal.
D. SUBMISSION OF BIDS
14.0 SEALING AND MARKING OF BIDS
14.1 The Bid shall be prepared and submitted in double sealed envelope in the following manner:
All the envelopes of Part-I of bid (Original as well as Copy) shall be further sealed in an outer
envelope/package and outer envelope/package shall be marked as:
“PART- I OF BID: EARNEST MONEY DEPOSIT [ ONE ORIGINAL AND ONE COPY]”
Similarly, the envelopes of Part-II, III & IV of bid (Original as well as Copies) shall be further sealed
in an outer envelope/package and outer envelope/package shall be marked as:
“PART- II OF BID: TECHNICAL BID [ ONE ORIGINAL AND FIVE COPIES]” , and
“PART- III OF BID: COMMERCIAL BID [ ONE ORIGINAL AND FIVE COPIES]”, and
“PART- IV OF BID: PRICE BID [ ONE ORIGINAL AND ONE COPY]” as appropriate.
14.2 The inner and outer envelopes shall
(a) be addressed to the Purchaser at the address as specified in ITB Clause 15.1, and
(b) bear the following details :
PROJECT NAME :
TENDER FOR :
ITT / NIT NO. :
DO NOT OPEN BEFORE: [Insert Due date and time of submission]
14.3 Each envelope/package shall indicate the name and address of the Bidder to enable the bid to be
returned in unopened in case it is declared “late.”
14.4 If the inner/outer envelope(s) are not sealed and marked as per above, the Purchaser will assume
no responsibility for the bid’s misplacement or premature opening. Such bids shall be liable for
rejection by the Purchaser.
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IRON AND STEEL PLANT
DUBURI, ORISSA
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15.0 DEADLINE FOR SUBMISSION OF BIDS
15.1 Bids must be received by the Purchaser at the address and by due date and time, as specified in
BDS.
15.2 The Purchaser may, at its discretion, extend this deadline for submission of bids.
16.0 LATE BIDS
Any bid received by the Purchaser after the bid submission deadline as specified under ITB, will
be rejected and returned unopened to the Bidder.
E. EVALUATION OF BIDS
17.0 EVALUATION OF EARNEST MONEY DEPOSIT (PART – I)
17.1 The Purchaser shall first examine the Bid Security submitted by the Bidder for its compliance with
bid documents.
17.2 A positive determination i.e Bidder’s fulfillment of stipulated requirement and acceptability of its Bid
Security will be a prerequisite for the Purchaser to evaluate technical and commercial parts i.e.
parts II and III of Bidder’s Bid. A negative determination will result in rejection of the Bidder’s bid
without its further evaluation.
18.0 EVALUATION OF TECHNICAL AND COMMERCIAL BIDS (PARTS – II & III)
18.1 Part-II & III i.e., the technical & commercial parts of the Bid of only such bidders shall be
evaluated, whose EMD are acceptable to the Purchaser.
18.2 Techno-commercial evaluation including eligibility criteria & qualification requirements thereof shall
be carried out based on the information/documents submitted in response to stipulated requirements
of the bid documents. The bid shall be evaluated for complete scope of work.
18.3 The Purchaser will carry out a detailed evaluation of the Techno-commercial parts of the bid in order
to determine whether the technical aspects/details furnished, are substantially responsive to the
requirements set forth in the bid documents. In order to reach such a determination, the Purchaser
will examine the information furnished by the Bidder, taking into account of following factors:
(a) Fulfillment of stipulated eligibility criteria & qualifications requirements by the Bidder.
(b) Overall completeness and compliance with the Technical/Tender Specification and drawings, and
deviations from the Technical/Tender Specification;
(c) Achievement of specified performance criteria/parameters of the equipment/facilities;
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(d) Compliance with the stipulated time schedule and any alternative time schedules offered by
bidders, as evidenced by a milestone schedule provided in the bid
The bidders are required to adhere the stipulated completion schedule specified in the Bid
Documents. While no credit will be given to earlier completion, the bids offering completion
schedule beyond stipulated completion will be liable for rejection as being non-responsive.
(e) Any other relevant technical factors that the Purchaser deems necessary or prudent to take into
consideration
(f) Any material deviation to the commercial and contractual provisions stipulated in the bidding
documents.
The followings provisions of Bid documents shall be considered as critical and deviation to such
provisions shall constitute material deviation, which shall render the bid liable for rejection as being
non-responsive:
(i) Earnest Money Deposit
(ii) Appilicable Laws
(iii) Taxes and duties
(iv) Warranty
(v) Performance Guarantees
(vi) Patent Indemnity
(vii) Indemnity
(viii) Security Deposit
(ix) Liquidated damages
(x) Force Majeure
(xi) Arbitration
18.4 In the Techno-Commercial evaluation of the bids, the Purchaser may waive any minor non-conformity
or irregularity in the bid that does not constitute material deviation.
18.5 The bid that do not meet acceptable standards of completeness and/or is not in conformity with
stipulated requirements will be liable for rejection as being non-responsive.
18.6 The price bid evaluation shall be carried out only in respect of techno-commercially responsive and
acceptable bids.
19.0 CLARIFICATION OF BID AND TECHNO-COMMERCIAL DISCUSSIONS
19.1 Purchaser, if required, may obtain clarifications, at its discretion, on any issue of the offer including
clarifications on material deviations included in the offer by bidder, by requesting for such clarifications
from any or all the bidders to facilitate the evaluation of offer.
19.2 If necessary, The Purchaser may conduct discussions/clarification meetings with each or any Bidder
to clarify any aspects of its Techno-Commercial bid.
Unless permitted or requested by the Purchaser, which he may do so at his discretion,
Performance Guarantee (PG) parameters and guaranteed values once furnished shall not be subject
to change. Any unilateral change by the bidder in furnished Performance Guarantee (PG) parameters
and/or guaranteed values shall render the bid liable for rejection as being non-responsive.
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The Bids offering PG parameters and guaranteed values not in conformity with the requirements
stipulated in bid documents will be liable for rejection as being non-responsive.
19.3 During Techno-Commercial evaluation of Bid, the Purchaser may bring to the attention of the
bidder any matter, technical or otherwise, where for whatever reason; it requires amendments or
changes to be made to the Bid documents/Techno-Commercial bid. All such amendments or
changes required by the Purchaser will be formally notified to the Bidder, which will form part of the
bidder’s bid.
19.4 In the process if any bidder desires to revise the prices quoted by him as a result of techno-
commercial discussions/clarifications, the bidder, at the purchaser’s discretion, may be permitted
either to submit addition/deletion with respect to original price bid or to submit the revised price bid.
However, any unsolicited unilateral change / modification and/or withdrawal of any terms &
conditions and stipulations including scope of the Bid & its Price Bid by the Bidder, either in part or
full, after submission of the Bid & within its validity, may be treated as revocation of the Bid and may
render the Bid liable for rejection & forfeiture of the Bid Security by the Purchaser.
20.0 EVALUATION OF PRICE BIDS (PART-IV)
20.1 Price Bids (Part-IV) shall be evaluated of only those Bidders whose Techno-Commercial parts of the
bid (Part-II & Part - III) are determined by the Purchaser to be Techno-commercially acceptable.
20.2 The prices quoted in foreign currency, if any, will be converted into equivalent Indian Rupees. The
BC selling exchange rate prevailing on the due submission date of final price bid, issued by State
Bank of India, will be the basis for evaluation of bids.
20.3 In case of bids offering deviations such as deviations in delivery schedule, payment terms etc. and if
such deviations are acceptable to the Purchaser, which shall be at its discretion, quoted prices shall
be loaded if so specified in BDS, by factors as considered appropriate by the Purchaser for the
purpose of price evaluation.
20.4 Technical loading on quoted price shall be done, if so specified in BDS, for the Plant & equipment
offering differing performance parameters & guaranteed values and utilities consumption rates as
per stipulations specified in BDS.
20.5 In case, a bidder does not quote for all the items for which unit rate(s) quotation have been invited
for estimated quantities specified in the bid documents by the Purchaser, the total quoted price of
the bidder shall be loaded by the highest price quoted for that item by other bidders, for the purpose
of evaluation. However, if such bidder is selected for award of contract, the price for the items not
quoted by him shall be negotiated and finalised prior to award of the contract.
20.6 Prices shall be mentioned in words & figures both. In case of any contradictions between the prices
mentioned in figures and words, the prices mentioned in words shall be considered final. Also, in case
of any arithmetical errors in regard of total amount and individual amount, individual rates shall be
taken as final and the total amount shall be adjusted accordingly.
21.0 DISQUALIFICATION
Even if the bidders meet all criteria for qualification, they are liable to be disqualified if they have:
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a) Made untrue or false representations in the forms, statements and enclosures submitted in
proof of qualification requirements, and/or,
b) Any record of poor performance such as bad workmanship, abandoning the work, not properly completing the work, inordinate delays in completion, or financial failure, non-fulfillment of warrantees and guarantees etc.
c) Any record of civil or criminal cases pending against the bidder or decided against him.
F. AWARD OF CONTRACT
22.0 AWARD CRITERIA
22.1 Subject to stipulations of bid documents, the Purchaser will award the contract to the successful
Bidder whose bid has been determined to be substantially techno-commercially responsive &
acceptable and lowest evaluated.
23.0 PURCHASER’S RIGHT TO ACCEPT ANY BID OR TO REJECT ANY OR ALL BIDS
The Purchaser reserves the right to accept or reject any bid, and to annul the bidding process and
reject all bids at any time prior to award of contract, without assigning any reason thereof and
without thereby incurring any liability whatsoever to the affected Bidder or bidders.
24.0 LETTER OF AWARD (L.O.A.)
24.1 Prior to the expiration of the period of bid validity, the Purchaser will notify the successful Bidder in
writing, that its bid has been accepted. The Letter of Award will constitute the formation of the
contract.
24.2 Upon the successful Bidder’s signing of Contract Agreement, the Purchaser will notify each
unsuccessful Bidder of the outcome of its Bid and will discharge its bid security.
25.0 SECURITY DEPOSIT
25.1 Within the period, as specified under Draft Contract, the successful Bidder shall furnish the security
deposit as per its stipulations.
25.2 Failure of the successful Bidder to comply with requirements of this Clause, the letter of award
issued to the bidder may be annulled and the bid security (Earnest Money Deposit) of the bidder
be forfeited. In such event, the Purchaser may make the award to the next lowest evaluated
Bidder or call for new bids, as considered appropriate.
26.0 SIGNING OF CONTRACT AGREEMENT
26.1 The enclosed Draft Contract including General Conditions of Contract, Special Conditions of
Contract and Contract Specification / Formats of Annexures (which shall be duly filled after
Techno Commercial evaluation) including changes/modifications thereto, if any, to the extent
agreed & accepted by the Purchaser during evaluation of Techno-commercial parts of the Bid
shall form the basis of the final contract to be entered into with the successful bidder subsequent
to the acceptance of tender in the form of Letter of Award. The Bidder shall carefully go through
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the terms & conditions and other requirements given in the same and his offer should be in line
with the same. If required, the Purchaser may enter into following contracts:
(a) For supply of imported equipment and supervision services, if any (with foreign
prime bidder/foreign consortium partner of Indian Prime Bidder).
b) For supply of indigenous equipment (with Indian Bidder/ Indian consortium partner
of foreign prime bidder).
c) For services comprising civil work, erection and commissioning including PG
Tests etc. (with Indian Bidder/ Indian consortium partner of foreign prime bidder).
d) Overall responsibility agreement with the Prime Bidder of the Consortium to own the full responsibility and liability for faithful and due performance of the Contract Agreement (s) entered by the Purchaser with his Consortium Member (s).
26.2 All the Contract Agreement(s) inline with above, shall be signed within 30 (Thirty) days from the
date of “Letter of Award (L.O.A.)”, unless otherwise specified in the Letter of Award issued to the
successful Bidder ; provided there are no deviations, reservations & conditionalaties in the
Bidder’s Bid (except to the extent agreed by the Purchaser during Techno-commercial evaluation
of Bids).
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SECTION-III : BID DATA SHEET (BDS)
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BID DATA SHEET
The following bid-specific data shall be complementary to the provisions in the Instructions to Bidders
(ITB), unless any provision of a BDS Clause expressly modifies, amends, deletes or replaces the
stipulation of a ITB Clause.
Sl. No. Ref ITB Clause No,
If applicable
As per BDS
1.0 - Name of Project/Work:
Civil Works for Auxiliary Units.
2.0 ITB Clause 3.1.1
Eligible bidder
Bidder’s eligibility Criteria
(1) Technical requirement of eligible bidder.
3.1.1 Bidder should have successfully executed the similar
type of work in an Industrial Unit in last 3(Three) years ending
with 31.10.2008.
a) one similar work of order value not less than INR 12
Crores ( Rupees Tweleve Crores) without Steel and
Cement cost
or
b) Two similar work of order value not less than INR 7
Crores ( Rupees Seven Crores) without Steel and Cement
cost
3.1.2 Bidder must have executed the minimum volume of civil work
as mentioned below:
Reinforced cement concrete 12000 Cu. M.
3.0 ITB Clause 3.2.1
Financial Qualification Requirement:
Average Annual turnover of the Bidder during last three (3)
consecutive financial years ending 31st March 2008 shall not be less
than Indian Rs 12 Crores (Indian Rupees Twelve Crores only).
Net worth in last three financial years shall be positive.
However, for Bidders eligible for purchase preference in vogue by Government guidelines, the above requirement of positive net worth shall not be applicable.
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Sl. No. Ref ITB Clause No,
If applicable
As per BDS
4.0 ITB Clause 4.1
Bid documents comprises of followings :
Vol - I : Invitation to Tender including Instructions to Bidders (ITB), Bid Data Sheet (BDS), Forms & Price Schedules.
Vol – II : (a) Draft Contract for Civil Works for Auxiliary Units.
(b) Contract Specification [Schedule – 4 of draft
Contract] consisting of:
(i) Technical Specification No. MEC/ TS/
Q693/11/ 11/117 R2 (Part-A) including
Schedule of Quantities.
(ii) Specification for Civil Engineering Works no. 11-CIVIL-GS-07, September 06.
5.0 ITB Clause 5.10
Purchaser’s address to contact for site visit:
General Manager (Project), Neelachal Ispat Nigam Limited At Kalinga Nagar Industrial Complex P.O. Duburi - 755026, Dist Jajpur, Orissa (India) Telefax: +91 6726 245833 email: [email protected]
6.0 ITB Clause 6.0
The address for communications for obtaining clarifications on bidding documents, if any, shall be.
Sri M.P. Mandal, Dy. General Manager (Metal Projects – NINL) MECON Limited Doranda, Ranchi – 834 002 (Jharkhand) Phone: +91 651 2481354 Fax : +91 651 2482189 / 2482214 email: [email protected]
7.0 ITB Clause 10.0
Amount and mode of Bid Security (Earnest Money Deposit):
(a) Amount of Bid Security : Rs. 1,000,000/- ( Rupees One Million)
(b) Mode: DD from the bank as specified in ITB , in favour of “ Neelachal Ispat Nigam Limited” payable at Bhubaneswar/Jajpur Road , or Bank Guarantee operable at Bhubaneswar as per details given in ITB.
All other stipulations of ITB shall remain unchanged.
8.0 ITB Clause 11.2 (ii), (v)
Not applicable for this bidding.
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DUBURI, ORISSA
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Sl. No. Ref ITB Clause No,
If applicable
As per BDS
& (viii)
9.0 ITB Clause 15.1
Address and Deadline for submission for Bid: (a) Purchaser’s authorized address for submission of Bid: Sri Abhaya S. Dash Dy. General Manager (Commercial) Neelachal Ispat Nigam Limited Kalinga Nagar Industrial Complex, At. P.O. Duburi – 755 026 Dist : Jajpur (Orissa) Phone: +91 6726 264002 – 008 (7 Lines) +91 6726 264031 Fax : +91 6726 264009 email: [email protected] (b) Deadline for submission of Bids: 15.00 (fifteen) hours “Indian Standard Time (IST)” on 15th
December 2008
10.0 ITB Clause
20.4 Not applicable
11.0 ITB Clause 21.0 (a)
Add followings after last words of the Clause i.e. after “and/or” :
“made any misrepresentation of facts in order to influence the tendering process and its outcome, or the execution of the Contract, and/or”
12.0 ITB Clause 26.1
Para (a), (b) and (d) not applicable for this bidding. However, the Purchaser may split the Contract between two or more than two bidders for entire civil works.
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DUBURI, ORISSA
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SECTION-IV : FORMS
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DUBURI, ORISSA
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SECTION-IV: FORMS
CONTENTS
Form No. Description Page No.
1. Form of Bid
3 of 20
2. Form for Bank Guarantee against Earnest Money Deposit
5 of 20
3. Overall time schedule
7 of 20
4. Resource Deployment Schedule
8 of 20
5. Questionnaire for Financial Status
9 of 20
6. Reference of similar work
10 of 20
7. Deviation schedule to commercial Terms & Conditions (if any)
11 of 20
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FORM-1
FORM OF BID
(To be submitted by the Bidder with the Bid on Bidder's letterhead)
From:
________________________
________________________
________________________
________________________
To:
Neelachal Ispat Nigam Ltd.
IPICOL House, 1st floor, Annexe building
Janpath
Bhubaneswar, Orissa, India.
Subject:
1. Having carefully examined all the Bid Documents attached to your Invitation to Bid No.
_______________ dated ___________, we offer to complete the WORKS in conformity with all the
terms and conditions stated in Bid Documents. The Plant & Equipment and Services offered are of
best and latest standards.
2. We undertake, in case our bid is accepted, to commence the work from the effective date of Contract
and to complete and deliver the whole of the work and responsibilities comprised in the contract within
......... (both in figures and words) months as stipulated in the Technical Specifications.
3. We are submitting the Earnest Money deposit for a sum of ............ in the form ....................... as
instructed by you. This Earnest Money shall be governed as per the stipulations provided in the
"Instructions to Bidders".
4. We agree to abide by and keep our Bid valid initially for a period of 180 (one hundred eighty) days
from the due date of submission of Bids, and it shall remain binding on us and may be accepted at
any time before the expiry of that period.
5. Should our Bid be accepted, we hereby agree to abide by and fulfil all Terms and Conditions of Bid
Document as accepted by us and in default thereof, to forfeit and pay to Neelachal Ispat Nigam
Limited (NINL) or NINL's successors, assignees or authorised nominees such sums of money as are
stipulated in conditions contained in Bid Documents and agree to furnish Bank Guarantee towards
Contract Performance as per the proforma prescribed by NINL and acceptable to NINL and for the
sum equal to 10% of "Contract Price" (including provision for covering future adjustment in contract
prices due to variation in scope of work, if any), for the entire scope of work within 15 days from the
date of issuance of Letter of Award. We understand that NINL are not bound to accept the lowest or
any Bids received and NINL has the right to reject any bid, without assigning any reason whatsoever.
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6. This Bid together with written Acceptance thereof, shall constitute a binding CONTRACT between
NINL and ourselves till a formal contract is executed.
7. We have also furnished an internal Agreement with our Consortium Partners and Indian Assignee in
line with NINL's requirements. *
8. Date __________________ day of _________________________
Signature ____________________
In the capacity duly authorised to
sign bids for and on behalf of
______________________________
(IN BLOCK LETTERS)
(with the Company seal)
Witness :
1. Signature _________________
Date ____________________
Address ___________________
Occupation ________________
2. Signature _________________
Date ____________________
Address ___________________
Occupation ________________
* Delete, if not applicable.
[ Note: Power of Attorney in favour of authorised signatory of this Bid Form shall accompany]
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Form-2
FORM FOR
BANK GUARANTEE AGAINST EARNEST MONEY DEPOSIT
[1. The Bank Guarantee should be furnished on a non-judicial stamp paper of appropriate value
2. The stamp paper should be purchased in the name of Bank executing the Guarantee.]
M/s Neelachal Ispat Nigam Limited
IPICOL House, 1st Floor,
Janpath,
Bhubaneswar
Dear Sirs,
1. In consideration of your agreeing to accept Guarantee towards Earnest Money of US $ / INR
_________________ (US Dollar/INR _____________________________) against the Tender No.
_______________________ dated ____________ floated by M/s Neelachal Ispat Nigam Limited
(hereinafter called the “Purchaser”) M/s ________________ (hereinafter called the Tenderer)
requested us to provided the guarantee to fulfill the tender condition, we
_________________________________ _________________________________ (Banker’s
name) are holding in trust in favour of you the amount of Rs. ____________ (Rupees
____________________________) and agree to pay to you on demand immediately without protest
or demur or reference to the Tenderer, if the Tenderer failed to perform all or any of their obligation
under the said Tender. The decision of the Purchaser duly communicated in writing to the Bank that
the Tenderer have failed to perform all or any of the obligation under the said Tender shall not be
questioned and shall be final and conclusive (irrespective of stand that can be taken by or on behalf
of Tenderer). The said amount of Rs. _______ (Rupees _______________________________) will
accordingly forthwith be paid without any conditions or proof whatsoever.
2. It is fully understood that this guarantee is effective for a period of ________ days from the date of
issue and shall continue to be enforceable till six months thereafter and that we
______________________________________________ (Bank) undertake not to revoke this
guarantee during its currency without the consent in writing of the Purchaser.
3. We ____________________ (Bank) further agree that Purchaser shall have the fullest liberty without
affecting in any manner our obligation hereunder to vary any of the terms and conditions of the said
Tender from time to time or to postpone for any time or from time to time any of the powers
exercisable by the Purchaser against the said Tenderer and/or forbear to enforce any of the terms
and conditions relating to the said Tenderer and we shall not be released from our liabilities under this
guarantee by the reason of any such variation or extension being granted to the said Purchaser or for
any forbearance and / or omission on part of Purchaser or any indulgence of the Purchaser, to the
said Tenders or by any other matter or thing whatsoever which under the law relating to the sureties
would, but for this provision have the effect of so releasing us from our liability under this guarantee.
We __________________________ (Bank) further agree that the guarantee herein contained shall
not be affected by the liquidation or winding up, dissolution or change in the constitution of the said
Tenderer.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 32 of 126 Pkg:117 R2 (Part-A)
4. Your right to recover the said sum of INR _________________ [(INR)Rupees _____________
________________________ only] from us in any manner will not be affected or suspended by the
reason of the fact that any dispute or disputes have been raised by the Tenderer and/or that any
dispute are pending before any officer, Tribunal of Court.
5. We have power to issue this guarantee in your favour and the undersigned has full power to execute
this guarantee under the Power of Attorney granted to me by the Bank.
For & on behalf of
________________
(Banker’s Name)
________________
Branch Manager
(Banker’s Seal)
Signed and delivered Dated ____________
For and on behalf of the above Bank
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 33 of 126 Pkg:117 R2 (Part-A)
FORM-3
OVERALL TIME SCHEDULE
(Bidder to fill-in for the
Project and return with his Bid)
Weeks from Effective Date of Contract Sl. No. Description of Activity /
Work Start Finish
Total Contractual completion time for entire work :
under the scope for the Project.
…………….. months / weeks from the Effective Date
of Contract
Signature : _____________________
In the Capacity duly authorised to sign bids for and on behalf of
_______________________
(IN BLOCK LETTERS)
(with Company seal)
Notes :
1. The Bidder shall furnish the schedule of all major activities related to design, engineering,
supplies and other services, site work like construction/erection, testing, commissioning, PG
tests etc., activities related to associated civil/structural/mechanical/electrical/instrumentation
etc whichever and wherever applicable.
2. For civil/structural works at site, the detailed activity wise time schedule for each major activity
connected with the work under the scope shall be furnished.
3. The details of activity wise schedule shall be in line with the work requirements and the scope
setforth in the Draft Contract and other bidding documents included therein.
4. All tasks/activities shall be carried out in sequential manner so as to achieve the project
implementation within stipulated contractual completion time schedule and as per
requirements and stipulations setforth in bidding documents.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 34 of 126 Pkg:117 R2 (Part-A)
FORM-4
RESOURCE DEPLOYMENT SCHEDULE
(Bidder to furnish details as required herein below alongwith his Bid)
1. Construction / Erection Equipment, Tools & Tackles etc.
The Bidder shall indicate the schedule of construction/erection equipment in line with the requirements
setforth in Draft Contract and other Bidding Documents with details of each which he proposes to
deploy at site for the contract work as per the following proforma:
-------------------------------------------------------------------------------------------------------------------------------
Sl. Description of Make Capacity Year of Quantity
No. constn./ erection eqpt. lift, reach etc. manufacture
-------------------------------------------------------------------------------------------------------------------------------
2. Organisation and Manpower Deployment
The Bidder shall indicate:
a/ Number of Engineers with details, he proposes to deploy at his Head Office for
Design and Engineering and for equipment procurement and follow-up including
bio-data of key personnel.
b/ Site organisation with details and bio-data of the site-in-charge and other key
personnel.
c/ Skilled and unskilled labour, major activity-wise and skill-wise in man-months.
3. The Bidder shall indicate the details of initial mobilisation at site, which will be mutually discussed and
finalised with the successful bidder before award of the contract.
4. It is the responsibility of the successful bidder to mobilise all additional resources, if the progress is
slow or to make up the delay already occurred in order to match the completion schedule.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 35 of 126 Pkg:117 R2 (Part-A)
FORM-5
QUESTIONNAIRE ON FINANCIAL STATUS
(Bidder to furnish details as required
herein below alongwith his Bid)
1. Certified/Published Balance Sheet/Annual Report for the last 3 years.
2. Certified Financial Position regarding :
i/ Working capital (difference between current assets
and current liabilities).
ii/ Capital Employed - net fixed assets plus working
capital.
iii/ Net worth - paid up capital plus reserves.
3. Certified Liquidity and solvency statement giving :
i/ Ratio of current assets to total net assets.
ii/ Ratio of quick assets (Sundry debtors, loans and
advances, cash and bank balances) to current
liabilities.
4. Provision for contingent liabilities, if any.
5. The value of the single major order executed and time taken for its delivery / completion during the
past 5 years.
6. Orders in hand at present - Nos. of major orders, value and date of delivery, name of the customer
against each.
7. Source and application of funds statement during last three years.
8. Certificate from the Bankers regarding credit worthiness.
9. Up-to-date Sales Tax & Income Tax Clearance Certificate. (Indian Bidders/Indian Assignee)
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 36 of 126 Pkg:117 R2 (Part-A)
FORM-6
REFERENCE OF SIMILAR WORK
Sl.
No.
Full particulars of
similar works
carried out by
the bidder
Amount
of work
(Rs.)
(In
Million)
(INR)
Completion
time as
stipulated
Actual
completion
time
Date of
commissioning
Name and
address of
authorities for
whom work
was carried
out
[Notes 1) A separate sheet shall be used by the bidder for each of its client for giving the
details in the proforma mentioned above. The sheet shall be duly signed and
submitted with the bid (Part II).
2) The bidder shall furnish the above details relevant in support of Qualification
criteria.
3) Such table alongwith documentary evidence shall be furnished for the
Bidder/Consortium or Joint Venture partners and his proposed major
sub-contractors individually.
4) Performance certificate from the Clients for satisfactory completion and
operation of Units/Works executed by the bidder shall be submitted along with
the form. Without performance certificate from the client, the information shall
be taken as incomplete and shall be evaluated accordingly.]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 37 of 126 Pkg:117 R2 (Part-A)
FORM-7
DEVIATION SCHEDULE TO COMMERCIAL TERMS & CONDITIONS
(If the proposal has got any deviation from the GCC / SCC, Bidder shall tabulate those deviations in this
Schedule. Attach more sheets, if necessary. It is confirmed that except those deviations, as tabulated
hereunder, the complete offer is in agreement with the specification requirement.
-----------------------------------------------------------------------------------------------------------------------
Sl. Clause No. as in General Conditions Deviations Reasons for
No. the ITT/ NIT & General of Contract/SCC proposed by deviations
Conditions Stipulations the Bidder
of Contract/SCC
-----------------------------------------------------------------------------------------------------------------------
________________________________________________________________________
Bidder’s Signature with Seal
[Notes: 1/ Deviation, if any, shall be indicated only in this schedule.
2/ Deviation listed elsewhere shall be summarily rejected and shall also be
ignored. Bidder shall be solely responsible & liable for such deviation included
in his bid
3/ No separate printed terms and conditions shall be considered and shall be
totally rejected.
4/ Deviations shall only be discussed during the bid negotiations, if any, and no
fresh additional deviations shall be entertained.
5/ Deviations, if any, constituting material deviation in terms of bid documents
shall render the bid liable for rejection. ]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 38 of 126 Pkg:117 R2 (Part-A)
SECTION-V : PRICE SCHEDULES
[PRICES SHALL BE FILLED IN BY TENDERERS IN SCHEDULE OF QUANTITIES INCLUDED UNDER
SCHEDULE – 4 OF THE DRAFT CONTRACT]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 39 of 126 Pkg:117 R2 (Part-A)
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT KALINGA NAGAR INDUSTRIAL COMPLEX
DUBURI, ORISSA
DRAFT CONTRACT FOR
CIVIL WORKS FOR AUXILIARY FACILITIES
(PKG – NO 117 R2)
VOL-II
MECON LIMITED RANCHI – 834 002
ITT no. 11.80.Q693/NINL-PH-II/117 R-2 NOVEMBER 2008
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 40 of 126 Pkg:117 R2 (Part-A)
CONTENTS
Sl. No. Description
7. Draft Contract Agreement
8. Schedule – 1 : General Conditions of Contract
9. Schedule – 2 : Special Conditions of Contract
10. Schedule – 3 : Price Schedules
11. Schedule – 4 : Contract Specification comprising of:
(a) Technical Specification no. MEC/TS/Q693/
11/11/117 – R2 including Schedule of Quantities
(b) Specification for civil engineering works no. 11-
CIVIL-GS-07, September 06
12. Annexures
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 41 of 126 Pkg:117 R2 (Part-A)
DRAFT CONTRACT AGREEMENT
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 42 of 126 Pkg:117 R2 (Part-A)
DRAFT CONTRACT AGREEMENT
DRAFT CONTRACT FOR CIVIL WORKS FOR AUXILIARY FACILITIES OF INTEGRATED STEEL
PLANT OF NEELACHAL ISPAT NIGAM LIMITED AT KALINGANAGAR INDUSTRIAL COMPLEX,
DUBURI, JAJPUR, ORISSA (INDIA)
THIS CONTRACT NO. …………….. made this ……………. day of …………………………………
………………….…………
Between
NEELACHAL ISPAT NIGAM LIMITED (NINL), a Company incorporated under the Companies Act, 1956
and having its registered office at IPICOL House, Annexee, 1st Floor, Janpath, Bhubaneswar, Orissa,
India, (hereinafter referred to as the ‘Employer’) which the expression, unless excluded by or repugnant to
the context or the meaning thereof, shall be deemed to include the successors and permitted assigns), OF
THE ONE PART.
AND
……………………………….. [Contractor’s name] a Company incorporated under the Companies Act 1956
/ organised and existing under the laws of ………………… and having its registered office at
………………………… (hereinafter referred to as the ‘Contractor’) which expression, unless excluded by or
repugnant to the context or meaning thereof, shall be deemed to include its successors and permitted
assigns), OF THE SECOND PART,
AND WHEREAS
a) The Employer has decided to set up Iron & Steel Plant at Duburi, Orissa, India and invited the
Contractor to submit tender for ----------------------------------required for said plant/equipment
(Package No……) at Neelachal Ispat Nigam Limited, Duburi (hereinafter known as Project /
Works).
(b) The Contractor has declared that the Contractor has valuable and specialised knowledge and
expertise for the aforesaid work, and
(c) The Contractor has declared that the Contractor is in position to execute the aforesaid works
complete in all respects and in conformance to the quality and efficiency as desired and required
for transfer of the requisite constructed works and other items which are in the scope of the
Contractor in this Contract, to the Employer for engineering of facilities, Plant & Equipment and for
erection, start up and commissioning of Plant & Equipment with the aim to manufacture product as
specified in the Contract, and
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 43 of 126 Pkg:117 R2 (Part-A)
(d) The Contractor has obtained all clarifications on technical and commercial aspects, inspected the
site and surroundings of Project site, including hindrances & interferences, conditions, probable
contingencies and generally all the matters incidental thereto and ancillary thereof, affecting the
execution and completion of aforesaid works including co-ordination and interfacing with the
Contractors/Suppliers of this project as well as those engaged at site for other activities related to
this Project, and
(e) The Contractor has agreed to undertake the aforesaid works on the terms and conditions stated
hereinafter.
AND WHEREAS
The Employer has appointed MECON LTD, Ranchi hereinafter referred to as ‘CONSULTANT’, as
their Consultant for the above Project.
AND WHEREAS
The Contractor has appointed M/s ______________________ a company organised, registered
and existing under the laws of ______________________ having its registered / corporate office
at _________________________________________, as their designer & consultant for provided
technical supports for the aforesaid works, and
NOW IT IS HEREBY AGREED AND DECLARED BY AND BETWEEN THE PARTIES AS FOLLOWS:
Article – 1
In consideration of the payments of Rs.------------------------------- ( Rupees----------------------------) to be made
by the Employer to the Contractor, the Contractor hereby covenants with the Employer to perform the work
as detailed in Contract on the terms, conditions and specifications contained therein.
It is clearly understood between the parties that the Contractor shall be solely responsible for the
completion of the works/plant, for its successful completion/sustained integrated operation.
Article – 2
If the Contractor wishes to appoint sub-contractor or change any of the sub-contractors, the Contractor
shall take prior written approval of the Employer spelling out of the scope of the work proposed to be
entrusted to the said sub-contractor.
Notwithstanding with the approval accorded by the Employer to the appointment of sub-contractors, the
Contractor shall be solely responsible for the completion of the works as per specifications and within the
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 44 of 126 Pkg:117 R2 (Part-A)
time schedule agreed in this Contract and he shall be responsible for the acts, defaults and neglects of any
sub-contractor(s) as fully as if they were the acts, defaults or neglects of the Contractor.
Article – 3
Effective Date
The Effective Date of the Contract shall be the date of Letter of Award i.e.----------------------.
The contractual Completion Time of aforesaid Project/Works, complete in all respects along with fulfillment
of Contractor’s all obligations and responsibilities as declared hereinafter under the Contract upto issue of
Completion Certificate (except for Works and obligations and responsibilities during “Warranty”/”Defect
Liability Period” as defined in therein) shall be ----------------- months calculated from the Effective Date of
Contract.
Article – 4
The following documents shall constitute the Contract between the Employer and the Contractor, and each
shall be read and construed as an integral part of the Contract:
(a) Schedule – 1: General Conditions of Contract (GCC)
(b) Schedule – 2: Special Conditions of Contract (SCC)
(c) Schedule – 3: Price Schedules
[price schedules submitted by Successful Bidder and as finalised & accepted by the Employer
during bidding process shall be included herein as Schedule – 3 of the Contract]
(d) Schedule – 4: Contract/Technical Specification including Drawings (if any) & Bill Of Quantities
(BOQ)
(e) Any other documents shall be added here
Article - 5
The following documents shall also constitute the Contract between the Employer and the Contractor, and
each shall be read and construed as an integral part of the Contract:
Annexure – I : Bar-chart & overall completion schedule
Annexure – II : Format for Bank Guarantee for Security Deposit
Annexure – III Format for Bank Guarantee for Advance Payment
Annexure – IV : Format for Bank Guarantee for Performance Guarantee
Annexure – V : Format for Completion Certificate
Annexure – VI : Format for Final Acceptance Certificate
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 45 of 126 Pkg:117 R2 (Part-A)
Article – 6
All the words and expressions used in this Contract shall, unless repugnant to the context, have the same
meaning as are respectively assigned to them in GCC. All headings and marginal notes to the Articles,
GCC, SCC and Contract/Technical Specification or to any other part of the Contract Document are solely
for the purpose of giving a concise indication and not a summary of contents thereof and they shall never
be deemed to be part thereof or be used in the interpretation or construction thereof.
Article – 7
All contract documents specified under Article 4 (schedules) and Article 5 (Annexures), and forming an
integral part of the contract, are to be taken as mutually explanatory to one another. However, in case of
conflict between the Schedules and Annexures, the provision contained in the Schedules shall prevail. In
case of conflict / contradiction between Articles of this contract and schedules appended herein, provisions
of he Articles shall prevail. Further, in case of conflict between the provisions contained in different
Schedules under this contract, more stringent stipulations shall prevail and the decision of Purchaser shall
be final and binding in this regard.
Article – 8
The Contract shall be governed in accordance with the laws of India. The Contract shall be subject to
exclusive jurisdiction of courts at Bhubaneswar.
Article- 9
There are no understandings or agreements between the Employer and the Contractor which are not fully
expressed herein including the Contract documents specified in Article- 4 & 5 hereof. However, all
statement or agreement agreed and/or accepted by the Employer in writing, prior to or at the signing
hereof but not expressly included under the Contract shall be deemed to have been included under the
Contract and shall form an integral part of the Contract.
Article – 10
All notices under this Contract shall be given in writing and shall be deemed sufficiently given when
delivered either in person or by telegram, telefax or by registered mail addressed to the other party at its
address setforth in the preamble to this Contract with a copy to the nominated representative at site.
Article-11
11.1 The Consultant in relation to the Contractor, shall have such functions as are delegated to him in
the Contract or as may be delegated to him by the Purchaser from time to time. Purchaser shall
keep the Contractor informed of such delegation.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 46 of 126 Pkg:117 R2 (Part-A)
11.2 If there is any difference between the Contractor and Consultant on any matters about and in
connection with the implementation of this Contract, the matter shall be referred to the Purchaser
for resolving the same to be mutually agreed upon between concerned parties.
Article – 12
This Contract is executed in English language in two originals, each party receiving duly signed copy. Both
these copies are authentic. Within 30 (thirty) days of signing of the Contract, the Contractor shall submit 15
(fifteen) photo-copies of the entire Contract document in bound form to the Employer for his use.
IN WITNESS WHEREOF THE parties hereto by representatives duly authorised have executed the
Contract on the day, month and the year first above written.
Name Name
Designation Designation
For an on behalf of (Contractor) For and on behalf of Neelachal Ispat Nigam Ltd.
(Seal of the office) (Seal of the office)
In the presence of
1.
2.
3.
In the presence of
1.
2.
3.
[ Note: Such Stipulations of this Contract Agreement which are repugnant to the
context shall be deleted prior to signing of the Contract.]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 47 of 126 Pkg:117 R2 (Part-A)
ANNEXURES
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 48 of 126 Pkg:117 R2 (Part-A)
ANNEXURES
INDEX
Annexure Description
Page No.
Annexure – I Bar-chart & overall completion schedule
3 of 11
Annexure – II Form for Bank Guarantee for Security Deposit
4 of 11
Annexure – III Form for Bank Guarantee for Advance Payment
6 of 11
Annexure – IV Form for Bank Guarantee for Performance
Guarantee
8 of 11
Annexure – V Form of Completion Certificate
10 of 11
Annexure – VI Form of Final Acceptance Certificate
11 of 11
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 49 of 126 Pkg:117 R2 (Part-A)
Annexure-I
BAR- CHART AND OVERALL COMPLETION SCHEDULE
[The Bar-Chart and Completion Schedule as submitted by the successful bidder shall form
part of the Contract]
[The bidder shall submit Bar-Chart and Overall completion Schedule for all works
under the scope along with his bid.]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 50 of 126 Pkg:117 R2 (Part-A)
Annexure - II
FORM FOR
BANK GUARANTEE FOR SECURITY DEPOSIT
(To be established through any Nationalised/Fisrt Class Scheduled Bank at Bhubaneswar
and negotiable at their Counters )
M/s Neelachal Ispat Nigam Limited
IPICOL House, 1st Floor, Annexe
Janpath,
Bhubaneswar
Dear Sirs,
1. In consideration of your agreeing to accept Guarantee towards security deposit of Rs………………… furnishable to you by M/s ………………………………. (hereinafter called the “Contractor”) in terms of Contract no. ………………………….. dated ………….. with M/s Neelachal Ispat Nigam Limited (hereinafter called the “Employer”), the Contractor requested us to provide the guarantee to fulfill contractual obligation, we ………………………………………… (Bank name) at the request of the Contractor, are holding in trust in favour of you the amount of Rs…………………………………. and agree to pay to you on demand immediately without protest or demur or reference to the Contractor if the Contractor failed to perform all or any of their obligation under the said Contract. The decision of the Employer duly communicated in writing to the Bank that the Contractor have failed to perform all or any of the obligation under the said Contract shall not be questioned and shall be final and conclusive (irrespective of stand that can be taken by or on behalf of Contractors). The said amount of Rs……………………… shall be paid forth with on demand, without any conditions or proof whatsoever.
2. It is fully understood that this guarantee is effective for a period of ………………. Days from the date
of issue and shall continue to be enforceable till six months thereafter and that we ……………………………. (Bank) undertake not to revoke this guarantee during its currency without the consent in writing of the Employer.
3. This guarantee shall continue and hold good until it is released by you on the application by the
Contractors after expiry of the relative guarantee period of the said Contract and after the Contractor had discharged all his obligations under the said Contract and produce a certificate of due completion of the work under the said Contract provided always that this guarantee shall in no event remain in force after the day of ………………………. without prejudice to your claim or claims arisen and demanded from or otherwise notified to us in writing before the expiry of six months from the said date which will be enforceable against us notwithstanding that the same is or are enforceable after the said date.
4. We ………………………………. (Bank) further undertake to extend the validity of the guarantee
beyond the period prescribed in Clause (3) or as extended from time to time, for such further period as may be required in writing before the expiry of this guarantee and upon such extension(s), all terms and conditions of this guarantee shall remain in full force till the expiry of this extended period.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 51 of 126 Pkg:117 R2 (Part-A)
Subject to the maximum limit of our liability as aforesaid the guarantee will cover all your claims or claims against the Contractor from time to time arising out of or in relation to the said Contract & in respect of which your claims in writing is lodged on us before expiry of 6 months from the date of expiry of this guarantee. Notwithstanding any thing contained hereinabove our liability under this guarantee is restricted to Rs…………………………. and this guarantee shall remain in force until ……………………… Unless a written claim is lodged on us for payment under this guarantee within six months or the guarantee i.e. on or before ………………………….. all your rights under this guarantee shall be forfeited and we shall be deemed to have been released and discharged from all liability thereunder, irrespective of whether or not the original guarantee is returned to us.
5. We ………………………………… (Bank) further agree that the Employer shall have the fullest liberty
without effecting in any manner our obligation hereunder to vary our any of the terms and conditions of the said Contract from time to time or to postpone for any time or from time to time any of your rights or powers exercisable by the Employer against the said Contractor and/or forbear to enforce any of the terms and conditions relating to the said Contract and we shall not be released from our liabilities under this guarantee by reason of any such variation or extension being granted to said Contractor or for any forbearance and/or commission on the part of the Employer or any indulgence by the Employer to the said Contractors or by any other matter whatsoever which under the law relating to the sureties would, but for this provision have the effect of so releasing us from our liability under this guarantee.
6. We ………………………………. (Bank) further agree that the guarantee herein contained shall not
be affected by the liquidation or winding up, dissolution or change in the constitution of the said Contractor.
7. Your right to recover the said sum of Rs………………………….. form us in any manner will not be
affected or suspended by reason of the fact that any dispute or disputes have been raised by the Contractor and/or that any dispute or disputes are pending before any, Officer, Tribunal or Court.
8. We have power to issue this guarantee in your favour and the undersigned has full power to execute
this guarantee under the Power of Attorney granted to him by the Bank.
For and on behalf of (Banker’s Name)
Branch Manager (Banker’s Seal)
Address …………………………. ………………………….
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 52 of 126 Pkg:117 R2 (Part-A)
Annexure - III
FORM FOR
BANK GUARANTEE FOR ADVANCE PAYMENT
(To be established through any Nationalised Bank/First Class Scheduled Bank at Bhubaneswar
and negotiable at their Counters )
M/s Neelachal Ispat Nigam Limited
IPICOL House, 1st Floor, Annexe
Janpath,
Bhubaneswar
Dear Sirs,
In consideration of your agreeing to pay to M/s ……………………………………………… (hereinafter referred
to as ‘Contractor’) a sum of Rupees/US ……………………… (Rupees/US Dollar
……………………………………….) only and by way of advance payment in terms of Contract No.
………………. dated ……………………. with you for the work ……………………………………. (hereinafter
referred to as ‘The Contract’) on furnishing a guarantee in the manner hereinafter contained, we the
………………………. ………………………………………….. (Banker’s Name) do hereby convenient and
agree with you as follows :
1. We, hereby agree and undertake and guarantee to pay you the sum of Rs…………… and if in your
opinion any default is made by the Contractor in performing any of the terms and conditions of the
Contract or if in your opinion the Contractor commits any breach of the Contract then on your
demand made in writing on us we shall immediately pay to you in any manner which you may direct
the said sum of Rs/US $ …………………………. (Rupees/US Dollar ……………………..only) or
such portion thereof as may be demanded by you not exceeding the said sum, without any protest or
demur and without reference to the Contractor. Our liability to pay is not dependent or conditional on
your proceeding against the Contractor and we shall be liable to pay the aforesaid amount as and
when demanded by you merely on a claim being raised by you on us and even before any legal
proceedings are taken against the Contractor.
2. Notwithstanding anything contained in the contrary your decision as to whether the Contractor has
made any such default or defaults under the Contract and the amount or amounts to which you are
entitled by the reason thereof will be binding on us and we shall not be entitled to ask you to
establish your claim or claims under this Guarantee but will pay the sum on demand without any
protest or demur.
3. You will have the fullest liberty without affecting this guarantee from time to time to vary any of the
terms and conditions of the said Contract or to extend time of performance of the Contract or to
postpone for any time or from time to time any of your rights and powers against the Contractor and
either to enforce or forbear to enforce any of the terms or conditions of the said Contract and we
shall not be released from our liability under this guarantee by the exercise of your liberty with
reference to the matters aforesaid or by reason of any time being given to the Contractor which
under the law relating to sureties, would but for the provisions thereof have the effect of releasing us.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 53 of 126 Pkg:117 R2 (Part-A)
4. Your right to recover the said sum of Rs/US$ ………………………… (Rupees/US Dollar
………………………………………..) from us in any manner will not be affected or suspended by
reason of the fact that any dispute or disputes have been raised by the Contractor and/or that any
dispute or disputes are pending before any officer, Tribunal or Court.
5. This Guarantee herein contained shall not be determined or affected by the liquidation or winding up,
dissolution or change in the constitution or insolvency of the Contractor but shall in all respects and
for all purposes be binding and operative until payment of all money due to you in respect of such
liability or liabilities.
6. Any notice by way of demand or otherwise shall be writing and may be sent by special courier, Fax
or registered post to us.
7. This Guarantee shall come into force simultaneously with your making the said advance payment to
the Contractor and shall not be revoked by us whether before coming into force or any time during its
currency without your previous consent in writing.
We further agree and undertake to pay you the amount demanded by you in writing irrespective of
any dispute or controversy between you and the Contractor or any reference to Arbitration to the said
dispute/disputes are pending or civil suit filed by the Contractor in respect of the dispute or
controversy.
2. Our liability under this guarantee is restricted to Rs./US $ ………………………….. (Rupees/US
Dollar ………………………………… only) and this guarantee shall remain in force until
……………………….. unless a written claim is lodged on us for payment under this guarantee within
six months from the date of expiry of this guarantee i.e. on or before ……………………….. all your
rights under this guarantee shall be forfeited and we shall be relieved and discharged from all
liabilities thereunder.
3. We have power to issue this guarantee in your favour and the undersigned has full power to execute
this guarantee under the Power of Attorney granted to him by the Bank.
For and on behalf of
(Banker’s Name)
Branch Manager
(Banker’s Seal)
Signed and Delivered
For and on behalf of
the above Bank
Address ………………………….
………………………….
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 54 of 126 Pkg:117 R2 (Part-A)
Annexure - IV
FORM FOR
BANK GUARANTEE FOR PERFORMANCE GUARANTEE
(To be established through any Nationalised /First Class Scheduled Bank at Bhubaneswar
and negotiable at their Counters )
M/s Neelachal Ispat Nigam Limited
IPICOL House, 1st Floor, Annexe
Janpath,
Bhubaneswar
Dear Sirs,
1. In consideration of your agreeing to accept Bank Guarantee towards Performance Guarantee of
Rs……………………… furnishable to you by M/s ………………… (hereinafter called the
“Contractor”) in terms of Contract no. ……………… dated ……….. with M/s Neelachal Ispat Nigam
Limited (hereinafter called the “Employer”), the Contractor requested us to provide the guarantee to
fulfill contractual obligation, we ………………….. (Bank Name) at the request of the Contractor, are
holding in trust in favour of you the amount of Rs……………………… and agree to pay to you on
demand immediately without protest or demur or reference to the Contractor if the Contractor fails to
perform all or any of their obligation under the said Contract. The decision of the Employer duly
communicated in writing to the bank that the Contractor have failed to perform all or any of the
obligations under the said Contract shall not be questioned by us but shall be final and conclusive
irrespective of stand that can be taken by or on behalf of Contractors. The said amount of
Rs………………… shall be paid forthwith on demand, without any conditions or proof whatsoever.
2. It is fully understood that this guarantee is effective for a period of ……………. days from the date of
issue and shall continue to be enforceable till six month thereafter and that we……………………….
(Bank) undertake not to revoke this guarantee during its currency without the consent in writing of the
Employer.
3. This guarantee shall continue and hold good until it is released by you on the application by the
Contractors and expiry of the relative guarantee period of the said Contract and after the Contractor
had discharged all his obligations under the said Contract and produce a certificate of due
completion of the work under the said Contract provided always that this guarantee shall in no event
remain in force after the day of ……………….. without prejudice to your claim or claims arisen and
demanded from or otherwise notified to us in writing before the expiry of six months from the said
date which will be enforceable against us notwithstanding that the same is or are enforced after the
said date.
4. Should it be necessary to extend this guarantee on Account of any reason whatsoever we
undertake to extend the period of guarantee on your request till such time as may be required by
you.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 55 of 126 Pkg:117 R2 (Part-A)
5. We ………………………..(Bank) further agreed that the Employer shall have the fullest liberty
without affecting in any manner our obligation hereunder to vary any of the terms and conditions of
the said Contract from time to time or to postpone for any time or from time to time any of the powers
exercisable by the Employer against the said Contractor and/or forebear to enforce any of the terms
and conditions relating to the said Contract and we shall not be released from our liabilities under this
guarantee by reason of any such variation or extension being granted to the said Contractor or for
any forbearance and and/or commission on the part of the Employer or any indulgence by the
Employer to the said Contractors or by any other manner whatsoever which under the law relating to
the sureties would, but for this provision have the effect of releasing us from our liability under this
guarantee.
6. We ………………….. (Bank) further agree that the guarantee herein contained shall not be affected
by the liquidation or winding up, dissolution or change in the constitution of the said Contractor.
7. Your right to recover the said sum of Rs…………………………. from us in any manner will not be
affected or suspended by reason of the fact that any dispute or disputes have been raised by the
Contractor and/or any dispute or disputes are pending before any officer, Tribunal or Court.
8. We have the power to issue this guarantee in your favour and the undersigned has full power to
execute this guarantee under the power of attorney granted by the Bank.
For and on behalf of
(Banker’s Name)
Branch Manager
(Banker’s Seal)
Signed and Delivered
For and on behalf of
the above Bank
Address ………………………….
………………………….
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 56 of 126 Pkg:117 R2 (Part-A)
Annexure – V
FORM OF COMPLETION CERTIFICATE
Ref No. : _____________________
Date : ________________________
To:
……………………………………………..
……………………………………………..
……………………………………………..
[Name and address of Contractor]
Contract Agreement No : ___________________________________________
[Name of the Facilities]
Dear Sirs,
Pursuant to Clause _______ of the General Conditions of the Contract entered into between yourselves
and the Employer dated ____________ [date], relating to the ____________________________ [brief
description of the facilities], we hereby notify you that the construction * of the following part(s) of the
facilities was completed on the date specified below. However, you shall liquidate all the outstanding
defects and / or deficiencies and complete the balance items listed in the attachment hereto, as soon as
possible, so that the facilities are fully in accordance with the requirements of the Contract.
1. Description of the Facilities or part thereof : _____________________ [description]
2. Date of Completion of : ____________________ [date]
This letter does not relieve you of your obligation to complete the work and fulfill other responsibilities in
accordance with the Contract nor of your obligations during the Defects Liability Period .
Your’s faithfully,
_________________________________________________________________________________
Title
For and on behalf of Neelachal Ispat Nigam Ltd.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 57 of 126 Pkg:117 R2 (Part-A)
Annexure – VI
FORM OF FINAL ACCEPTANCE CERTIFICATE
Ref No. : _____________________
Date : ________________________
To:
……………………………………………..
……………………………………………..
……………………………………………..
[Name and address of Contractor]
Contract Agreement No : ___________________________________________
[Name of the Facilities]
Dear Sirs,
Pursuant to Clause _______ (Final Acceptance) of the General Conditions of the Contract entered into
between yourselves and the Employer dated ____________ [date], relating to the
____________________________ [brief description of the facilities], we hereby notify you that the
following part(s) of the facilities was (were) completed satisfactorily including completion of Defects Liability
Period of twelve months after commissioning, on the date specified below, and that, in accordance with the
terms of the Contract.
1. Description of the Facilities or part thereof : _____________________ [description]
2. Date of Completion: ____________________ [date]
Your’s faithfully,
_________________________________________________________________________________
Title
For and on behalf of Neelachal Ispat Nigam Ltd.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 58 of 126 Pkg:117 R2 (Part-A)
SCHEDULE - 1 : GENERAL CONDITIONS OF CONTRACT
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 59 of 126 Pkg:117 R2 (Part-A)
SCHEDULE – 1 : GENERAL CONDITIONS OF CONTRACT
INDEX
Clause No. Clause Description
1.0 Definitions
2.0 Scope
3.0 Contract Price
4.0 Completion Time
5.0 Taxes and Duties
6.0 Terms of Payment
7.0 Deductions from Contract Price
8.0 Contract Specification
9.0 Security Deposit / Performance Bank Guarantee
10.0 General Obligations of Contractor
11.0 Labour
12.0 Work Permit, Passport, Security Pass etc.
13.0 Contractor’s Representative
14.0 Sub-Contracts
15.0 Drawings and Documents
16.0 Insurance
17.0 Type, Quality of Materials and Workmanship
18.0 Inspection & Tests
19.0 Construction / Installation of Works
20.0 Approval by the Employer
21.0 Employer’s Authority
22.0 Rejection
23.0 Responsibility for Performance of Contract
24.0 Completion Certificate
25.0 Defect Liability Period
26.0 Passage of Property and Risk
27.0 Emplyer’s Lien
28.0 Materials not incorporated in Works
29.0 Misuse of the Works
30.0 Protective Painting
31.0 Possession Prior to Completion
32.0 Liquidation, Death, Bankruptcy etc.
33.0 Secrecy, Titles
34.0 Negligence, Default and Risk Purchase
35.0 Indemnity
36.0 Suspension
37.0 Termination
38.0 Force Majeure
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 60 of 126 Pkg:117 R2 (Part-A)
Clause No. Clause Description
39.0 Assignment
40.0 Arbitration
41.0 Rights of Employer to vary the scope
42.0 Waiver
43.0 Amendment
44.0 Termination of Services of Contractor’s Personnel
45.0 Safety and Security
46.0 Compliance with Statutory Laws / Regulations
47.0 Applicable Law
48.0 Language
49.0 Notices
50.0 Severability
51.0 General
52.0 General Liability
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 61 of 126 Pkg:117 R2 (Part-A)
1.0 DEFINITIONS
The following words and expressions as used in this Contract (as hereinafter defined) shall
have the meanings hereof assigned to them except where the context otherwise requires:
1.1 "Approval of the Employer" shall mean the written approval by the Employer/Consultant of
a document or drawing or other particulars or matters in relation to the Contract.
1.2 "Completion Time" shall mean the period stated in the Contract for the completion of all
works and services in terms of the Contract, from Effective Date of Contract.
1.3 "Contract" shall mean and include the Contract Agreement entered into between the
Employer and the Contractor together with all documents as referred to therein and annexed
therewith.
1.4 "Contractor" shall mean the Tenderer whose tender has been accepted by the Employer
and on whom the Contract has been awarded by the Employer and shall include his heirs,
legal representatives, successors and permitted assignees.
1.5 "Construction"/ “Installation” shall mean the construction of all civil works including related
supplies in accordance with the Contract/Technical Specifications including BOQ and
stipulations of the Contract by and under the supervision of Contractor and will include any
service which the Contractor is required to perform at the site with his own and/or other staff
and/or labour for the due fulfillment of Contract.
1.6 “Contract Price” means the price of each item / category payable to the Contractor as
specified in the Contract, subject to such additions and adjustment thereto or deductions
therefrom, as may be made pursuant to the Contract.
1.7 "Consultant" shall mean the Organisation (MECON LTD.) appointed by the Employer as
Consultant for the Project.
1.8 "Delivery" shall mean delivery of only such, materials and supplies as specified in the
Contract, by the Contractor in accordance with the Contract Specifications and the sequence
of delivery schedule of the Contract. In case of construction and erection work, delivery shall
mean the approval of the Employer to the said construction and erection work.
1.9 "Dimensions" shall mean the extent of a line, area, volume. They are to be based on the
metric system i.e.
- for length measurement in km or mm.
1 km = 1000 m
1 m = 100 cm
1 dcm = 10 cm
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 62 of 126 Pkg:117 R2 (Part-A)
1 cm = 10 mm
- for surface measurement, in sq. m.
- for volume measurement in cu. m.
1.10 "Drawings"/ “Documents” shall mean the designs, plans, drawings including diagrams,
specifications, sketches etc and prints thereof and details which are required to be supplied
by the Employer to the Contractor as per terms of the Contract for the purpose of execution of
the Works as covered under the scope of the Contractor.
1.11 “Effective Date of Contract” shall mean Date of Letter of Award (LOA).
1.12 "Employer/Purchaser" shall mean and include Neelachal Ispat Nigam Ltd.(which
expression shall, unless repugnant to the context or meaning thereof, be deemed to include
its successors and permitted assigns) and its different functionaries entrusted with the
responsibilities in relation to this Contract in respect of the area of responsibilities of such
functionaries.
1.13 "Engineer" shall mean the officer nominated by the Employer for the purposes of the
Contract work.
1.14 “Final Acceptance” shall mean issuance of Final Acceptance Certificate by the Employer in
terms of the Contract.
1.15 “General Conditions of Contract (GCC)” shall mean general conditions as stipulated under
the Contract.
1.16 "Inspector"/"Inspecting Engineer" shall mean any person or firm nominated by or on
behalf of the Employer or his duly authorised agent to inspect supplies of materials or work
under the Contract.
1.17 "Letter of Award" shall mean acceptance of tender.
1.18 "Manufacturer" refers to a person or firm who is the producer and supplier of material or
designer and fabricator of equipment to either the Employer or the Contractor or both under
the Contract.
1.19 "Mobilisation" shall mean establishment as per Contract of sufficiently adequate
infrastructure by the Contractor at site comprising tools & tackles, equipment and machineries
including setting up site offices with facilities such as power, water, communication etc.
establishing man power organisation comprising of Engineers, Supervisory personnel and an
adequate strength of skilled, semi-skilled and unskilled workers as required, who, with the so
established infrastructure shall be in a position to commence execution of work at site, in
accordance with the agreed time schedule of completion of works to the satisfaction of the
Employer.
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IRON AND STEEL PLANT
DUBURI, ORISSA
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1.20 The term "Particulars" shall mean the following :
a. Specification
b. Drawing
c. Sealed pattern denoting a pattern sealed and signed by the Inspector.
d. Proprietary make denoting the product of an individual firm.
e. Any other details governing the construction, manufacture, supply and/or erection as
per the Contract.
1.21 "Project" shall mean the Project or Scheme in respect of which this Contract has been
signed.
1.22 “Special Conditions of Contract (SCC)” shall mean special conditions, stipulations which
shall be complementary to General Conditions of Contract (GCC), unless any stipulation of
GCC is amended, modified, deleted or replaced by a stipulation of SCC.
1.23 "Services" shall mean and include any and all engineering & technical services to be
performed/provided by the Contractor under this Contract.
1.24 "Site" shall mean the place or places envisaged by the Employer at which the plant and
equipment supplied under the Contract are to be erected and/or the construction are to be
carried out and/or services are to be performed under the Contract together with such other
places as may be specifically provided by the Employer for the purposes of the Contract.
1.25 “Specification" or "Contract Specification" shall mean the Technical Specification, BOQ,
General Specification, Schedules (Technical), detailed designs, statements of technical data,
performance characteristics value and all such "particulars" mentioned in the Contract.
1.26 “Sub-contractor" shall mean the person/company to whom a part of the Contract has been
sublet with the consent in writing of the Employer and shall include his heirs, legal
representatives, successors and permitted assigns.
1.27 “Supervision" shall mean the successive control and directions given by the Contractor in
relation to Contract work during execution of the Contractor's and/or his sub-contractor's
work.
1.28 “Tender Documents" shall mean Employer's specification and commercial terms and
conditions including NIT, issued for the purpose of preparing tenders.
1.29 “Tender Drawing" shall mean such drawings, plans, sketches and details as are issued
together with the Employer's Specification for the purpose of preparing Tenders.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
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1.30 “Test" shall mean and include any and all tests to be performed under the Contract in order
to ascertain the quality and efficiency in respect of the Work or part thereof as stipulated
under the Contract and material test in particular.
1.31 "Time" shall be reckoned by months, days and hours, month being equivalent to the
calendar month according to the Gregorian Calendar. The day or days unless herein
otherwise expressly defined shall mean calendar day or days of 24 hours each.
1.32 “Total Contract Price” means cumulative price of all items / category of items as specified in
the Contract.
1.33 "Unit" shall mean such plant & equipment and systems as generally defined under the
Contract.
1.34 "Weight" shall mean the calculation of a load. It is to be stated in ton (1 ton = 1000 Kilogram)
and/or kilogram (1 kilogram = 1000 gram).
1.35 "Works" / “Facilities” shall mean and include all works specified or set forth and required in
any of the specifications, drawings and schedules thereto annexed or referred to or to be
implied there from or incidental thereto or to be hereafter specified or required in such
explanatory instructions and drawings as shall from time to time during the progress of the
work hereby Contracted for, to be executed by the Contractor under the Contract.
1.36 The words “Tender” & “Bid”, “Tenderer” & “Bidder” are one and the same in its meaning
& intent.
1.37 Words imparting persons shall include firms, Companies, Corporation, associations or body
of individuals whether incorporated or not. Words importing masculine gender or singular
number shall also include the feminine gender and plural number and vice-versa where the
context so requires or permits.
1.38 Terms and expressions not herein defined shall have the same meaning as are assigned to
them in the Indian Sales of Goods Act (1930), failing that in the Indian Contract Act (1872)
and failing that in the General Clauses Act (1897) and any amendments modifications thereto
and such others as mentioned from time to time.
2.0 SCOPE
In consideration of payments to be made by the Employer, the scope of the Contractor shall
be, as included under the Contract and other documents referred and annexed thereto,
including Technical Specification and, in terms of stipulations of the Contract.
Unless otherwise expressly limited and/or excluded elsewhere in the Contract from the
scope, the Contractor’s scope under the Contract shall be including but not limited to as
stipulated under following Sub-Clauses.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 65 of 126 Pkg:117 R2 (Part-A)
2.1 The Contractor shall provide all materials (other than those which shall be supplied by the
Employer as free issue items, if any), adequate skilled, semi skilled and non-skilled labour,
qualified and experienced supervisory personnel. The Contractor shall arrange all necessary
tools, tackles, construction equipment & plant, transportation and adequate suitable storage
of all materials necessary for the proper execution and completion of the work to the
satisfaction of the Employer.
2.2 All enabling works e.g. provision of temporary site office, site godown / stores, yard,
temporary / approach roads to work site, temporary drains, construction water storage
facility, covered storage facility for cement and steel and other materials, survey work,
workshop, etc., which are required for efficient working and completion of the project shall be
arranged by the Contractor within the Contract price.
2.4 Technical Services
The technical services to be provided by the Contractor are detailed in Contract/Technical
specification which shall be including but not limited to the following:
(a) Construction planning and scheduling of all the services and related activities under
the scope of the Contractor to ensure completion of entire work under the scope
within the contractual completion time and as per quality and workmanship
stipulated under the Contract, preparation & submission of Bar Chart/PERT
Network.
(b) The Contractor shall provide his detailed scheme for mobilisation of manpower,
organisational and machinery resources along with adequate material handling
equipment, in addition to other tools and consumables, keeping in view of the
completion schedule of all services under the scope of the Contractor.
(c) Taking out comprehensive insurance in terms of the Contract, for all the works and
materials, of construction/installation and keep the Employer indemnified from all the
damages and loss thereto from all risks, till these are finally taken over by the
Employer in terms of the Contract. All coordination relating to insurance & claim
settlement shall be carried out by the Contractor. Delay on account of settlement of
insurance claims by the Contractor shall not be considered an excuse for delay in
completion.
(d) The scope of work of the Contractor shall be amongst others, complete construction
/ installation in accordance with Contract/Technical Specifications and drawings /
documents provided by the Employer to the Contractor.
(e) The Employer shall provide construction power as per stipulations of the Contract.
However, if required, the Contractor shall lay and maintain properly all the temporary
supply lines at construction site for temporary power required for construction
purposes. Contractor shall keep & maintain back-up power generator(s) of adequate
capacity at his own cost to continue with construction & related work in uninterrupted
manner in the event of non-availability/failure of power provided by the Employer.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 66 of 126 Pkg:117 R2 (Part-A)
Non-availability of power from the Employer shall not be an excuse for delay in
completion of works.
(f) The Contractor shall assume full responsibility for the performance of his sub-
contractors, specialists including foreign specialists of his foreign associates, if any.
(g) It shall be the responsibility of the Contractor to comply with all statutory regulations
and requirement including but not limited to registration with Government and/or
local statutory bodies, comply with all their laws/regulations, labour laws etc. in
connection with execution of the Contract. All safety, health and pollution control
measures as required to be adopted as per the Statutory Regulations and the
Safety Codes for Contractors enclosed or otherwise required or implied by statutory
regulations or practices including those specified under the Contract shall be strictly
followed by the Contractor during the execution of the Contract. The Contractor shall
set up a suitable safety organisation of his own at site in this regard.
(h) Clearance of installations from the statutory and other concerned authorities on
behalf of Employer. The Contractor shall also assist in preparing application forms,
providing necessary drawings, documents, test certificates etc including necessary
co-ordination with statutory and other concerned authorities.
(i) The scope of the Contractor shall also include:
(i) Total day to day supervision of construction including erection and
specialised services, if any.
(ii) Arranging for getting all the samples approved by Employer/Consultant.
(iii) Preparation of all test samples for conducting routine tests so as to check
and control quality of works as per Contract.
(iv) Conducting various performance tests, guaranteed performance of various
structural units/systems of work executed as per terms of Contract.
(v) All debris and/or material(s) that are no longer required for construction /
erection purpose shall be removed by the Contractor for disposal to a site
designated by the Employer. The Contractor shall be responsible for
transporting, loading / unloading and handling of all such materials in
respect of disposal to the designated site at no extra cost to Employer.
2.5 Total Responsibility
The Contractor shall be solely responsible for the entire civil construction work, supplies and
technical services as per the Contract irrespective of whether construction work, supplies
and services have been made/ rendered by him directly or by his sub-contractor with or
without the approval of the Employer/Consultant as the case may be.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 67 of 126 Pkg:117 R2 (Part-A)
2.6 Completeness
The Contractor shall, unless expressly excluded in the Contract from the Contractor’s scope
of works, perform all such work/services and/or supply all such items & materials at no
additional cost to the Employer, not specifically mentioned in the Contract but required for
attaining completion of work in accordance with the Contract, as if such work/services and/or
supply of such items & materials were expressly included in the Contractor’s scope of work
under the Contract.
The approval by the Employer / Consultant at any stage for any services of the Contractor
provided under the Contract shall not relieve the Contractor of his obligations as stipulated
herein above.
2.7 Facilities to be Provided by the Employer
Unless stated otherwise in SCC, the Employer shall provide the following facilities to the
Contractor, as per the terms & conditions of the Contract.
2.7.1 Free Issue Items
Unless stated otherwise in SCC, Cement (OPC, PPC and slag cement) Reinforcement Steel
shall be issued free of cost by the Employer at Employer’s godown subject to following
stipulations:
(a) General Conditions:
(i) The Contractor has to arrange for loading, weighing, transporting, unloading
and storing at site at his own cost.
(ii) The Contractor shall build and maintain, within the Contract price, sufficient and
proper storage space for the cement and steel & other materials including a covered
cement pucca godown so as to store all cement being issued to them by the
Employer as free issue item, if any. Capacity of the godown shall be such that it can
store atleast seven (7) days requirement of cement during peak period of
construction.
(iii) In order to ensure timely delivery, the Contractor shall submit a quarterly projection
of his requirements in advance giving full particulars of the materials indicating
monthwise requirement.
(iv) The Contractor shall account for all the materials issued by the Employer before
presenting the final bill.
(v) The Contractor shall return all the surplus materials in cut pieces or full length after
completion of the work at Employer’s stores.
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IRON AND STEEL PLANT
DUBURI, ORISSA
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(vi) Any stock of free materials generated after reconciliation shall be the property of the
Employer and the Contractor shall return that to the Employer.
(vii) The Contractor shall ensure about the quality/quantity of the material before taking
delivery and no complaint whatsoever shall be entertained afterwards.
(viii) No materials for the enabling works of Contractor’s and other works (e.g.
Contractor’s site office / site godown, working platforms, jigs & tools etc.) will be
issued by the Employer. The Contractor shall arrange for those himself.
(ix) The materials issued to the Contractor shall be the property of the Employer and he
will have authority to inspect and check the Contractor’s stores at any time.
(x) The Contractor shall maintain day to day account of all the materials issued by the
Employer.
(b) Conditions pertaining to issue of Cement :
(i) Empty bags of cement are to be returned to the Employer. Recovery @Rs.
5.00/bag will be made for unaccounted empty bags.
(ii) The consumption of cement will be worked out on the basis of norms indicated in
the contract specifications.
(iii) Wastage to an extent of 3% (maximum) shall be allowed.
(iv) Different types of cement (e.g. OPC, PPC and slag cement) are to be stored
separately with proper identification mark.
(v) Storing of cement is to be done in the order of first come, first used. Proper
identification of the consignment with date of receipt is to be maintained.
(vi) For the purpose of accounting, each bag of cement will be considered to weigh 50
kg.
(vii) For any unaccountable quantity of cement, recovery @200% of prevalent market
rate shall be made by the Employer.
(c) Conditions pertaining to issue of Reinforcement steel
(i) Reinforcement bars shall be issued 5% in excess over the quantity shown in the
drawing and all steel shall be issued on weighment basis without any rolling margin.
(ii) For the purpose of payment and accounting, the weight of steel shall be calculated
as per bar bending schedule considering unit weight as per IS.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 69 of 126 Pkg:117 R2 (Part-A)
(iii) Wastage to an extent of 3% (2.5% accountable and 0.5% unaccountable) shall be
allowed.
(iv) Contractor shall account for all steel drawn by him and shall return all surplus steel
including cut pieces after separating the usable bars having minimum length of 3
metres and scrap to Employer’s Godown/Stockyard at his own cost.
(v) Contractor shall make all efforts to use the cut pieces/scrap to a maximum.
(vi) For any misuse/unaccountable quantity of free issue steel recovery @200% of
prevalent market rate shall be made by the Employer.
(vii) Surplus stock of reinforcement steel rods, if any, in full length or having minimum
length of 3 metres will be taken back as raw steel by the Employer. Contractor has
to return the above raw steel in diameter wise at Employer’s store.
2.7.2 Utilities for Construction Purposes:
Unless otherwise expressly limited and/or excluded elsewhere in Contract documents, the
Employer shall provide following facilities to the Contractor:
(a) Construction water shall be arranged by the contractor for the entire construction
works. No specific facility shall be made by the Employer for the purpose of
construction / drinking water at site.
The provision of borewells have been included in the Bill of Quantities which may be
utilized by the Contractor for making arrangements of water for construction / drinking
purposes when they are ready. The Employer shall make payment for these
borewells as per BOQ in terms of the Contract. The borewells shall be handed over
by the Contractor after completion of works in terms of the Contract. The Contractor
shall make his own arrangements and maintain at his cost for pumping & distribution
networks for his use of water from these borewells during execution of the Contract.
However, non availability of this facility shall not be an excuse for delay or non-
performance of the Contract.
The Contractor shall be responsible to store water in sufficient quantities to meet his
requirements.
(b) Compressed Air: Compressed Air for construction purposes shall not be provided by
the Employer. The Contractor shall arrange necessary compressed air plant &
equipment at his own cost and risk, for compressed air which he may require during
construction at site
(c) Construction Power:
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 70 of 126 Pkg:117 R2 (Part-A)
(i) The Contractor shall be provided with construction power at 400V, 3-phase
free of cost for the purpose of the erection/construction under the Contract
only at one point at the project site.
(ii) The Contractor shall make his own arrangements at his cost to provide & lay
and maintain necessary temporary supply and distribution lines including
switches, fuse units, distribution cables of suitable rated capacity separately
for power and lighting along with appropriate safety and protection measures
from this point. All temporary wiring must comply with Indian Electricity Rules
and Act and will be subject to the Employer's inspection and approval before
connection to supply and later.
He will employ electricians having valid Electrical Licenses for carrying out
such installations and maintenance of temporary power and lighting
distribution networks.
(iii) Any intermittent non-availability of power from the Employer shall not be an
excuse for delay in completion of works. The Contractor shall keep &
maintain back-up power generator(s) of adequate capacity at has own cost
& risk to continue with construction & related work in uninterrupted manner in
case of failure of power provided by the Employer.
(iv) The above installation will be made as per relevant rules and site locations
which are to be finalised in consultation with Employer's personnel.
(v) The Contractor will provide proper facilities to the Employer or his authorised
representative for inspecting his temporary electrical installation as and when
required. The Contractor will immediately attend to the defects so pointed out
during this inspection including replacement of faulty cables, switches etc.
(d) Temporary allotment of land for the purpose of site Office, Stores and temporary
works for execution of Contract.
(i) Space will be allotted free of charge for the purpose of Contractor’s site
Office, Stores / Godown and fabrication yard, subject to mutual discussion
and agreement because of limited availability of space.
(ii) The allotment shall remain valid till the currency of the Contract and shall
automatically cease after issuance of Final Acceptance Certificate under the
Contract. The validity shall also automatically cease on termination of
Contract due to any reason whatsoever.
(iii) The land shall not be used for any purpose other than the purpose for which
it is allotted.
(iv) The Employer shall not be responsible to provide residential accommodation
to Contractor’s personnel deployed by him under the Contract.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 71 of 126 Pkg:117 R2 (Part-A)
3.0 CONTRACT PRICE
3.1 The Total Contract Price in respect of the scope of the Contract covered by and in
accordance with all terms, conditions, stipulations, specification, requirements and other
conditions of the Contract shall be as specified under the Contract.
3.2 Basis of Contract Price
The Contract price as stated above has been arrived based on the estimated quantities and
rate as stated in Bill of Quantities (BOQ) enclosed alongwith this Contract. The Final
Contract price to be paid to the Contractor shall be adjusted downwards or upwards based
on the actual quantities of works executed as per drawings / documents or any modifications
thereof and as certified by the Employer/Consultant, under various items of work as per
BOQ and the unit rates as agreed against those items of works. The unit rates shall be
inclusive of all applicable taxes, duties and levies for the scope of work in this Contract.
3.3 Scope of Contract Price
3.3.1 The Contract price shall be deemed interalia to include and cover the cost of all enabling
facilities mentioned in the contract and all materials (except materials which shall be
provided by Employer as a free issue items, if any) labour, tools , plants, equipment,
templates, scaffoldings, supports, approaches, insurance, taxes, royalties, stand-by power,
lubricants, consumables, transport, handling, storage, approval, checking, testing, temporary
facilities like labour camp, roads, drains etc., facilities for quality control, testing/ checking of
all materials supplied and works executed and/or performed by the Contractor, temporary
accommodation, services, pumping out subsoil/ drainage/ rain water, disposal of rubbish/
surplus earth, supervision, overheads, profits, security, safety and fire fighting measures to
be supplied/used by the Contractor and such other items like mobilisation of cranes,
Batching plants, Transit mixtures etc. as may be required for execution of the works as per
the Contract or any portion thereof complete in all respect and maintained as detailed in the
Contract document or as may be ordered in writing during tenure of Contract.
3.3.2 The Contract price shall be deemed to include and cover the cost of all royalty and fees for
all articles and processes protected by letters of patent or otherwise incorporated in or used
in connection with the work, also all royalties, rents and other payments in connection with
obtaining all the materials for the work and shall indemnify the Employer which indemnify,
the Contractor hereby gives against all actions, proceedings, claims, damages, costs and
expenses arising from the incorporation in or use of such articles, processes or supplies.
3.3.3 Contract Price also includes all bank charges and all other charges in connection with
payment to be made to the Contractor and in connection with Bank Guarantees.
3.4 Firm Rates
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 72 of 126 Pkg:117 R2 (Part-A)
3.4.1 Unit rates of all the items as specified in BOQ shall remain firm, fixed and binding on the
Contractor till issuance of Final Acceptance Certificate by the Employer under the Contract
and shall not be subject to any variations except for :
(i) Statutory variation in Works Contract Tax, Service Tax and Income Tax if admissible
under the Contract.
(ii) The unit rates for all the items shall remain firm upto +/- 20% variation in the total
contract price. Revision in the unit rate(s) of item(s) shall be applicable only when
the total contract price as well as quantity(ies) of individual item(s) varies beyond +/-
20%. The revision in unit rate(s) of respective items, either upward or downward
shall be carried out on mutual agreement basis.
3.4.2 The Contract price shall be adjusted either downwards or upwards, as the case may be, in
the event of revision of unit rate(s) as stipulated herein above.
3.5 Measurement of Works
3.5.1 Unless otherwise specified measurement of work shall be carried out on the basis of
drawings, sketches/schemes and any modifications thereof issued by the Employer in terms
of the Contract.
3.5.2 Measurement at site shall be taken only in the case of site deviations for which no revised
drawings have been issued to the Contractor or in the cases where measurement from the
drawing is not possible. Such measurement shall be recorded preferably in sketches and signed
jointly by the Employer/Consultants and Contractor.
3.5.3 In both cases of measurement of work as stated above the Contractor shall certify that
the work has been carried out strictly as per the drawings, specifications and item of
work and is in terms of the Agreement. Such certificate shall require Employer’s /
Consultant’s endorsement for the purpose of payment.
3.5.4 In the event of any dispute with regard to the measurement of the work executed, the
decision of the Employer / Consultant shall be final and binding on the Contractor.
3.5.5 In the case of site measurement as stated above, should the Contractor not attend or
neglect or omit to send representative for taking joint measurement, then the
measurements taken by the Employer / Consultant shall be deemed to be correct
measurement of the works and shall be binding on the Contractor.
3.6 Extra Items
Should it be found necessary to execute any item of work which is not included in the
schedule of items and as such no Contract rate is available, the rates for such items of
work shall be fixed as per the following procedure:
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 73 of 126 Pkg:117 R2 (Part-A)
(i) Where the extra works are of similar nature as to any item of work appearing in
"Bill of Quantities" then the rates for such extra items shall be derived from Contract
rates of similar/closest item of work.
(ii) Where the nature of extra item is such that the rate for the same cannot be
derived as per (i) above then the rates for extra item of work shall be derived
by rate analysis based on the market rates. Norms of National Building
Organisation for materials, labour and other components for relevant item shall
be considered for this purpose. However, in case, relevant analysis for labour
and material content are not available in the N.B.O. relevant I.S. Code, CPWD
norms shall be adopted for labour content & material content respectively. In
case labour contents are not available in I.S. Code, CPWD norms shall be adopted
both for labour and material contents.
(iii) Where rates for extra item of work can not be established by methods (i) or (ii)
above, then the rate for such item shall be estimated and fixed by the Engineer
based on the market rates & assessment for labour, materials & other factors.
(iv) The overheads, supervision and profit shall be considered as 15% in the clause (ii)
and (iii) above.
(v) Final Contract price shall be adjusted accordingly, based on the quantities of
extra items executed by the Contractor under instructions of Employer /
Consultant and rates as finalised as per above
However, the Contractor shall execute extra jobs as and when instructed by the Employer /
Consultant pending finalisation of the rates
4.0 COMPLETION TIME
4.1 The completion time for the entire works and services under Contractor’s scope under the
Contract from Effective Date of Contract shall be as stated in SCC subject to stipulations
given herein this Clause.
4.2 Effective Date of Contract
Effective Date of Contract shall be the Date of Letter of Award.
4.3 Project Implementation Schedule
4.3.1 Time schedule for the entire construction / installation of works, is as shown in the enclosed
Bar Chart and shall be binding on the Contractor.
[Note: The Bar Chart to be submitted by the tenderer and finalised with the successful
tenderer and annexed to the Contract.]
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IRON AND STEEL PLANT
DUBURI, ORISSA
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4.3.2 Master PERT network of the project as a whole shall be resubmitted by the Contractor to the
Employer/Consultant for their approval and finalised within 3 (three) weeks from the date of
Effective Date of Contract. Network shall be prepared based on milestones as specified in the
Contract / Technical Specification, which shall be the basis for the performance of the
Contract.
4.3.3 The Contractor along with Master PERT network shall submit detailed schedule for various
activities related to construction/installation, under the Contractor’s scope under the Contract
and schedule of start and completion of activities for the Employer’s approval.
4.3.4 Detailed resource deployment schedule including followings shall be submitted along with
network.
(a) Construction/installation plan for the material & works under the scope:
This shall interalia include:
(i) The construction/installation techniques to be employed.
(ii) Resource planning for:
(a) Deployment of construction equipment /machineries.
(b) Deployment of manpower of specific trade and requisite skill.
(iii) Construction material planning.
(iv) Sequencing of construction and installation to avoid accumulation/
under-utilization of resource & to achieve better progress.
(v) Action plan for completing critical work.
(b) Deployment of construction/erection machineries /equipment
(i) List of various construction equipment and plant such as cranes, transit
mixtures, batching plants, concrete mixture, other machineries including
mechanised system of construction, handling and transportation etc. planned
to be mobilised with quantity & rated capacity/specification.
(ii) List of machinery, tools and tackles such as machine tools, welding
transformers/generators sets, gas cutting sets, drilling machines, chain
pulley blocks, survey instruments, air compressor etc. and indicate
specification and quantity of each item.
(c) Deployment of manpower
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 75 of 126 Pkg:117 R2 (Part-A)
List of manpower deployment for the following categories indicating number of
personnel, schedule and duration of their posting of site, qualification, experience.
(i) Personnel to be engaged for coordination, follow up and expediting.
(ii) Engineers and supervisor directly attached to site work.
(iii) Organisation (proposed) for implementation of the package.
Updated level networks along with progress reports shall be submitted by the
Contractor (formats to be mutually finalised) every month.
4.3.5 Defect Liability Period shall be deemed to have expired when the Final Acceptance
Certificate has been issued by the Employer under the Contract.
4.4 Liquidated Damages for delay in completion
4.4.1 Time is the essence of the Contract.
4.4.2 If the Contractor fails to complete the works/items of works in all respect and hand
over the same to the Employer within the time stipulated in the Contract the Contractor shall
pay to the Employer liquidated damages for such default and not as penalty at the rate of 0.5
% of the final contract price for every week of delay or part thereof.
4.4.3 The liquidated damages will also apply to items or group of items for which separate
period of completion has been specified.
4.4.4 The total amount of liquidated damages for delay shall be limited to 5% of the final
Contract price.
4.4.5 The Employer may without prejudice to any other method of recovery deduct the amount
of liquidated damages from any money in his hands due or become due to the
Contractor.
4.4.6 The payment or deduction of such liquidated damages shall not relieve the
Contractor from his obligation to complete the works or from any other of his
obligations and liabilities under the Contract.
4.5 Progress Report
Contractor shall prepare and update regularly his detailed PERT/CPM network and submit
with periodical progress reports showing start and completion dates of all activities related to
purchasing & procurement of materials, inspection and dispatch, construction / installation etc
under his scope of supplies and services including and those of his sub-contractors for the
Employer’s perusal. The type of progress reports, format and frequency thereof, and number
of copies to be submitted shall be communicated to the Contractor by the Employer at
appropriate stages during execution of the work, which shall be binding on the Contractor.
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 76 of 126 Pkg:117 R2 (Part-A)
4.6 Review Meetings
The Employer will conduct & organise periodical review meetings with Contractor and/or its
associates/sub-contractors to monitor the progress of work. The frequency of such meetings
shall be communicated to the Contractor by the Employer at appropriate stages during
execution of the work, which shall be binding on the Contractor.
5.0 TAXES & DUTIES
5.1 The Contract Price is inclusive of all taxes, duties, levies, royalties including Sales Tax on
Works Contract, Service Tax & Educational Cess, Income Tax etc as per prevailing rates
applicable on base date.
5.2 All taxes, duties & levies and royalties including service tax & educational cess, if any, as
applicable on services and supplies (as on base date) shall be borne & paid by the
Contractor.
5.3 Unless otherwise specified in SCC, statutory variation in Works Contract Tax, Service Tax
and Income Tax or withdrawal thereof or imposition of new taxes and duties during the
agreed Contract completion schedule shall be to the account of the Employer. All such
statutory variation, new taxes, duties and levies, shall be payable against documentary
evidences as required by the Employer. Statutory variation on input material / bought outs
under the scope of contractor shall be borne by the contractor and any claim on this
account shall not be entertained by the Employer.
5.4 Unless an extension of time for Contract Completion Schedule is granted by the Employer
under the Contract, any upward variation in taxes and duties or imposition of new taxes
and duties arising beyond Contract Completion Schedule shall not be payable.
5.5 Royalties for construction materials, wherever applicable, shall be deducted by the
Employer from Contractor’s bills progressively for depositing the same with the concerned
State Government Authorities unless receipt in support of payment made to the
concerned State Government Authorities is provided by the Contractor.
5.6 The Contractor shall produce necessary documentary evidence as may be required/called
for by Employer in respect of the taxes, duties & levies paid by the Contractor.
5.7 The Contractor shall produce necessary documentary evidence regarding registration with
Sales Tax Authorities of the State of Orissa.
5.8 Tax Deduction at source
5.8.1 Works Contract Tax which Employer may be required to deduct by law/statute/regulation
shall be deducted all source and shall be paid to the Sales Tax Authorities on account of
the Contractor. Employer shall provide the Contractor certificate for such deduction of tax.
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IRON AND STEEL PLANT
DUBURI, ORISSA
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5.8.2 Contract Price is inclusive of Income Tax payable as per Income Tax Act, 1961 and
amendments thereof, by the Contractor, which shall be borne and paid by the Contractor.
However, unless necessary certificates exempting him from deduction of income tax at
source are furnished by the Contractor to the Employer, income tax deduction at source as
applicable shall be made by the Employer from payments due to the Contractor, as per
statutory provisions, for which TDS certificate shall be issued by the Employer to the
Contractor.
5.9 The Contractor shall be solely responsible and liable for non-observance of any legal
formalities as per various statutory provisions.
5.10 Subject to stipulations of this Clause, all payments towards taxes, duties & levies as
applicable, shall be made in accordance with payment terms stipulated under the Contract.
5.11 Base Date
Base date for the purpose of ascertaining statutory variation in taxes and duties shall be as
specified in SCC.
6.0 TERMS OF PAYMENT
6.1 Subject to deductions which the Employer is entitled to make under the Contract from the
payments due to the Contractor, the payments under the Contract will be made by the
Employer to the Contractor in terms of payment terms specified in SCC.
6.2 All payments shall be released directly by the Employer to the Contractor except as
otherwise provided in the Contract. If as per the provisions of the Contract or as per the
instruction of the Contractor, any payments are made directly by the Employer to the Sub-
Contractors, such payments shall constitute a proper discharge of Purchases obligations for
such payments for the Contractor.
6.3 Advance shall be paid only after submission of Bank Guarantee towards Security Deposit. 6.4 Bank Guarantee for security deposit shall be submitted by the Contractor within fifteen days
from the effective date of contract and got approved from the Employer. The Employer shall release the advance payment within 30 days from the acceptance of BG towards advance. Failure to submit the BG's in proper form within the time stipulated will not entitle the Contractor for seeking any change in effective date of contract.
6.5 BG for advance shall be progressively reduced in value on pro-rata basis after progress of
work at site only on approval by the Employer for which the Contractor shall submit the request letters with necessary evidence. Bank Guarantee for security deposit shall be kept valid till 60 days after issue of completion certificate for the entire work by the Employer.
6.6 All the Bank Guarantee shall be submitted by the Contractor issued through an Indian
Nationalised bank at Bhubaneswar and drawn in favour of Neelachal Ispat Nigam Ltd. in the
formats annexed.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 78 of 126 Pkg:117 R2 (Part-A)
6.7 All invoices shall be certified by the Consultant before release of any payment by the
Employer.
6.8 All payments to the Contractor shall be made by Account payee cheques and all bank
charges shall be borne by the Contractor.
6.9 All the payments to be released to the Contractor shall be paid only against submission of
complete and correct invoices and documents by the Contractor duly certified by the
Employer/Consultant.
6.10 All progress payments made shall be regarded as payment by way of advance against final
payments only and not as payment for the work completed till the date of progress payment.
The progress payment made shall not exonerate the Contractor from liability to finally
complete / rectify the work strictly in accordance with the specification and drawings, if
required, by reconstructing or re-erecting faulty work.
6.11 The Final Bill shall be submitted by the Contractor within two months from the date of completion of work only after reconciliation of measurement of work, consumption of Steel & Cement and accompanied by following documents after being verified by Employer/Consultant :-
a) Completion certificate issued by Employer b) No Claim certificate by the Contractor c) Consumption statements of steel & cement certified by Employer / Consultant. d) Completion certificate for embedded and covered up works e) A copy of the working drawings showing thereon additions or alterations (to be
shown in RED) made during the execution of the work f) Recovery statement, if any g) Statement for reconciliation of all the payments and recoveries made in the
progressive bills h) Copies of deviations statement and order of extension of time, if granted i) Inventory of various materials supplied in building units according to location j) Original guarantees furnished by Contractor's suppliers for applicable items k) BG towards performance covering maintenance guarantee by the Contractor l) All drawings/ documents issued to the contractor for the construction work. m) Test certificate for items and materials n) Completion drawings in respect of services showing the actual inventory levels at
critical points Payment against final bill shall be released in one month time subject to submission of
same, as well as submission of clear, correct & complete documents mentioned above.
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 79 of 126 Pkg:117 R2 (Part-A)
7.0 DEDUCTIONS FROM CONTRACT PRICE
All costs, charges, damages or expenses which the Employer may have paid or incurred,
shall be reimbursed by the Contractor to the Employer, if and to the extent to which the
Contractor is liable under the Contract to pay, within 30 days upon written request of the
Employer, failing which such costs, charges, damages or expenses shall be deducted by the
Employer from any money due or becoming due by him to the Contractor under the Contract
or any other Contract, failing which, such amounts shall be considered as debt due from the
Contractor to the Employer and shall be recoverable accordingly including but not limited to,
by way of forfeiture of the security deposit / Performance Bank Guarantee submitted by the
Contractor under the Contract.
8.0 CONTRACT SPECIFICATION
The Technical Specification, General Specification, Preamble to BOQ etc, Bill of Quantities
(BOQ), referred to and included under the Contract, shall also constitute "Contract
Specification" of this Contract and shall form an integral part of the Contract for all purposes.
9.0 SECURITY DEPOSIT / PERFORMANCE BANK GUARANTEE
9.1 The Contractor shall submit an unconditional irrevocable Bank Guarantee towards security for
the Contractor’s due Contract performance in the prescribed proforma for an amount
equivalent to 10% of total Contract price in favour of the Employer, within 15 days from the
Effective Date of Contract.
9.2 The Bank Guarantee for the Security Deposit shall be from a Nationalised Indian bank, first
class Scheduled bank. In case the Bank Guarantee is submitted from a first class foreign
bank (not operating in India) it shall be counter-guaranteed by a first class Scheduled bank
operating in India.
9.3 The Security Deposit Bank Guarantee shall remain valid till the issuance of Completion
Certificate for the entire services / works under the scope (except scope under “Defect
Liability Period”) as stipulated under the Contract plus two months grace period. In case the
contractual completion time gets extended beyond original period, the Contractor shall
arrange for the extension of the Bank guarantee for such extended period upon written
request of the Employer.
9.4 No interest on the Security Deposit Bank Guarantee or depreciation thereof shall be payable
by the Employer.
9.5 The Bank Guarantee shall be for the time bound, due and faithful performance of the Contract
and shall remain binding notwithstanding such variations, alterations or extensions of time as
may be made, given, conceded or agreed to between the Contractor and the Employer in
terms of the Contract or otherwise. Without prejudice to the Employer’s other rights under the
Contract, the Security Deposit will be liable for forfeiture by the Employer, if he deems it
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 80 of 126 Pkg:117 R2 (Part-A)
necessary and appropriate, at its discretion, in the event of Contractor’s failure to discharge
and/or be liable of any of his obligations and responsibilities stipulated under the Contract.
9.6 Subject to stipulations of other provisions of the Contract, the Security Deposit Bank
Guarantee shall be released on application by the Contractor after expiry of its validity as
stipulated herein above and against submission of Bank Guarantee towards Performance as
stipulated herein below.
9.7 Should the extent of the Contract be altered during execution of the Contract in such a way as
to effect an increase or reduction of the Total Contract Price by more than 10%, the amount
the Bank Guarantee shall be increased or reduced correspondingly.
9.8 If the Contractor fails to duly perform and complete the work with due diligence or expedition
or if it appears to the Employer that the Contractor will fail to fulfill his obligation under the
Contract, the Employer reserves the right to terminate the Contract and forfeit the Security
Deposit or Bank Guarantee towards performance.
9.9 The Bank Guarantee for Performance for an amount equivalent to 10% of the total Contract
price shall be submitted by the Contractor as per agreed format and which shall remain valid
till issuance of Final Acceptance Certificate (FAC). The Bank Guarantee shall be from a
Nationalised Indian Bank / Scheduled Bank. If Bank Guarantee is submitted from a first class
foreign Bank it should be duly counter-guaranteed by a first class Scheduled Bank operating
in India.
9.10 The Bank Guarantee for performance shall be released on application by the Contractor
within 30 days of issuance of FAC and after the Contractor has discharged all his obligations
under the Contract.
9.11 All Bank Guarantees submitted as per above shall be operable at Bhubaneswar.
10.0 GENERAL OBLIGATIONS OF CONTRACTOR
Unless stated otherwise in SCC, the Contractor shall discharge the following responsibilities
at no extra cost to the Employer in addition to such other obligations and responsibilities as
have been specified elsewhere in this Contract, in order to ensure that the Contract work is
executed strictly in accordance with this Contract and within stipulated time.
10.1 The Contractor shall be deemed to have been carefully examined all details relating to work
as given in the Contract and shall be deemed to have been fully acquainted himself as to all
conditions and matters which may in any way affect the work or the cost thereof. The
Contractor shall be deemed to have on his own and independently obtained all necessary
information for the purpose of execution of works and shall be deemed to have taken into
account all contingencies as may arise due to such information or lack of the same.
10.2 The Contractor shall be deemed to have known the scope, nature and magnitude of the work
and the requirements of materials and labour involved etc. and as to all work that he has to
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IRON AND STEEL PLANT
DUBURI, ORISSA
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complete in accordance with the Contract, no matter whatever be the defects, omissions or
errors that may be found in the information / documents furnished by the Employer.
10.3 The Contractor shall be deemed to have visited and examined the site where the
project/facilities are to be installed and its surroundings and obtained for itself on its own
responsibility all information including the procedure for engagement of agencies/ labour, that
may be necessary for execution of works.
10.4 The Contractor shall be deemed to have carefully examined the site and surroundings, to
have satisfied himself about the nature and details of all existing structures, if any, and also as
to the nature and conditions of the railways, roads, bridges and culverts, means of transport
and communications, whether by land, water or air and as to possible interruptions thereto and
the access to and from the site, to have made independent enquiries, examined and satisfied
himself as to the sources for obtaining sand, stones, bricks and all other construction
materials, applicable royalties, the sites for disposal of surplus earth and debris, the available
accommodation, underground existing services, sub-soil conditions, sub-soil water conditions,
storms, prevailing winds, climatic conditions and all other similar matters which may affect the
work.
10.5 Minimum wages for Contract labour shall be paid as applicable in that region from time to
time. Claims and objections due to ignorance of site conditions shall not be entertained by the
Employer.
10.6 The Contractor shall be deemed to have acquainted himself with the Indian Income Tax Act,
1961, Indian Companies Act, 1956, Indian Electricity Act, Electricity Rules, Factories Act,
Pollution Control Regulation and other Acts & Laws, rules and regulations as applicable in
execution of works and prevalent in India, respective State(s) and at Project site and as
amended from time to time. The Employer shall not entertain any request for clarifications
from the Contractor regarding such local conditions.
10.7 Any neglect or omission or failure on the part of the Contractor in obtaining necessary and
reliable information as stated above or on any other matter affecting the works shall not
relieve him from any risks or liabilities or the entire responsibility for completion of the work
in accordance with the Contract.
10.8 The Contractor shall also be deemed to have obtained all necessary information as to
risks, contingencies and other circumstances which may influence or affect the Works. The
Contractor shall be deemed to have inspected and examined the site, its surroundings, the
above data and other available information and to have been satisfied, including (without
limitation):
(a) the form and nature of the site, including sub-surface conditions,
(b) the hydrological and climatic conditions,
(c) the extent and nature of the work and goods necessary for the execution and
completion of the Works and the remedying of any defects,
(d) the laws, procedures and labour practices of the Country, and
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(e) the Contractor’s requirements for access, accommodation, facilities,
personnel, power, transport, water and other services.
All necessary soil tests over and above carried out by the Employer to be undertaken by the
Contractor and no extra claim on this account shall be admitted. It may be noted that all
construction and erection work shall be carried out in the area allotted to the Contractor.
10.9 The Contractor shall be deemed to have been satisfied as to the suitability and availability
of access routes to the site. The Contractor shall use reasonable efforts to prevent any
road or bridge from being damaged by the Contractor’s traffic or by the Contractor’s
Personnel. These efforts shall include the proper use of appropriate vehicles and routes.
Except as otherwise stated in these Conditions:
(a) the Contractor shall (as between the Parties) be responsible for any maintenance
which may be required for his use of access routes;
(b) the Contractor shall provide all necessary signs or directions along access routes,
and shall obtain any permission which may be required from the relevant
authorities for his use of routes, signs and directions;
(c) the Employer shall not be responsible for any claims which may arise from
the use or otherwise of any access route;
(d) the Employer does not guarantee the suitability or availability of particular
access routes; and
Costs due to non-suitability or non-availability, for the use required by the Contractor, of
access routes shall be borne by the Contractor.
10.10 The Contractor shall take all reasonable steps to protect the environment (both on and off
the site) and to limit damage and nuisance to people and property resulting from pollution,
noise and other results of his operations.
The Contractor shall ensure that emissions, surface discharges and effluent from the
Contractor’s activities shall not exceed the values stated in the Specification or as
prescribed by applicable Laws.
10.11 The Contractor shall establish and maintain a well equipped laboratory at site for quick testing
of construction materials, water, cement bricks and concrete including aggregates, wood,
steel welds etc. Additionally they should tie up with Govt. recognized Laboratory at nearby
vicinity i.e., JK Road, Cuttack & Bhubaneswar, Rourkela.
However, the Contractor shall carryout the testing at Employer / Govt. approved lab without
and extra cost, if so desired by the Employer / Consultant in order to check & verify the quality
of works or any part thereof, executed under the Contract.
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10.12 Provision and mobilisation of adequate number of all necessary tools, tackles, construction
equipment & plant, cranes, batching plants & transit mixtures, concrete mixer, welding set
required tools, tackles, facilities and other machineries including mechanised system of
construction, handling & transportation.
10.13 The Contractor shall provide all construction and erection/installation consumables/materials
for all temporary and permanent works, (other than those which shall be supplied by the
Employer as free issue items, if any), transportation and appropriate storages of all materials
including such sheds or damp proof store, houses, as is considered necessary for the proper
execution and completion of the work to the satisfaction of the Employer.
10.14 SPECIALISED AGENCIES
(i) Water supply, water proofing works, anti-termite treatment, sanitary works, false
ceiling works, terrazzo and marble works, interior decoration/furnishing works in
computer rooms etc. as covered in the Contract and drawings shall be got done by
employing such agencies as are specialised in the respective field.
(ii) Laying of conduits in walls and R.C. slabs etc. for electrical and telecommunication
cables shall be got done by employing agencies having licence for carrying out such
works.
(iii) Written approval of Employer shall be obtained before employing agencies as
stipulated above.
10.15 The Contractor shall take all necessary precautions to avoid damage to any property of the
Employer or any other Contractor. The Contractor shall also ensure that the progress of
work of other Contractors in the adjoining areas is not hindered. Wherever works are to be
carried out in proximity or within existing facilities, Contractor shall adopt special
methodology of construction suited to prevailing conditions. He shall make necessary
schemes in advance and take prior approval of the Employer of the same.
10.16 The Contractor shall take all precautions during execution, especially while excavation to
avoid interference with or damage to underground works such as cables, drains, etc.
whether shown in the drawing or not and provide all possible protection to these works and
in case they are damaged, rebuild/divert them at his own cost.
10.17 The Contractor shall carry out necessary precision for survey to set out and check the
setting of all works, anchor bolts, etc. to required tolerances using the grid reference points
available in the plant site. The Contractor shall make and maintain proper bench mark and
reference points and check lines and levels periodically.
10.18 Materials brought to the site shall not be removed from the site without the written consent of
the Employer. Any material brought to site and rejected by the Employer shall be removed
by the Contractor from the site of work immediately at Contractor's expense.
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10.19 No work shall be covered upto or put out of view without the approval of the Employer. In the
event of failing to do so, the Contractor shall uncover any part of the work or make openings
in or through the works as the Employer may direct and they shall be made good with
materials approved by the Employer and should match with workmanship of the surrounding
works.
10.20 The Contractor shall provide sufficient strong and stable staging so as to ensure safety of
the labour.
10.21 The Contractor shall undertake development of site including its leveling as warranted by the
site condition. The Contractor shall remove all soils, debris, surplus earth, etc., if any, and
dump the same at places/place as directed by the Employer.
Notwithstanding with whether expressly included or not in Contract/Technical Specifications
and/or any other documents referred to in the Contract, the Contractor shall carryout, after
completion of works, micro-leveling of the area within the battery limits, ensuring proper
grades and slopes to achieve efficient drainage of the area.
10.22 In case the Contractor wishes to utilise the boulders excavated by him during the excavation
work at the site, the same will be issued at the issue rate prevailing in the area of
construction.
10.23 Requirement of any special measures or techniques for construction of structures e.g. sheet
piling, diaphragm walls, well sinking, well point system, continuous pouring of concrete,
dewatering etc shall deem to have been taken into account by the Contractor.
10.24 Fossils And Precious Materials
(a) All fossils, gold, silver, oil and other minerals precious stones, coins, articles of value
of antiquity and structures and other remains or things of geological and
archaeological interest discovered on site of work shall be the property of the
Employer and shall be notified by the Contractor immediately to the Employer for
onward information to concerned authorities.
(b) The Contractor shall take reasonable precaution to prevent his workmen or any
other person from removing or damaging any such articles or thing and protect the
same till its removal as per instruction of the Employer. On receipt of instruction from
the Employer the Contractor shall deliver the same to the person/ agency authorised
by the Employer.
10.25 Site Regulations and Safety
It shall be the responsibilities of the Contractor to observe and implement all site
regulations and safety codes as stipulated under the Contract and as notified by the
Employer from time to time to the Contractor.
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11.0 LABOUR
11.1 Labour Rules
In respect of all labour directly or indirectly employed on the works by the Contractor, the
Contractor shall comply with and implement all the provisions of the Contract Labour
(Regulation and Abolition) Act 1970, or any amendment thereof, and all legislations and rules
of the State and/or Central Government or other local authority formed from time to time
governing the protection of health, sanitary arrangements, wages, welfare and safety of
labour employed on the works and the Contractor shall be deemed to be the Principal
Employer for this purpose. The rules and other statutory obligations with regard to fair wages,
welfare and safety measures, maintenance of register etc. will be deemed to be part of the
Contract. The Contractor will get himself registered with the concerned statutory authorities
as provided in the Act and shall be directly responsible to the authorities thereunder for
compliance with the provisions thereof.
11.2 Engaging Labour
As far as possible, Contractor shall engage skilled/semi-skilled/ un-skilled labour for the
project work, from the oustees list (available with Employer). The Contractor is encouraged
to engage local labour to the extent possible that has necessary skills. The complete list of
persons engaged by the Contractor shall be submitted to Employer for keeping the record of
their engagement with the Contractor. At the conclusion of the work at the time of
termination of the services of any person, the Contractor is required to submit their
performance report for the period engaged by the Contractor in the construction activities.
11.3 The Contractor has also to maintain all records/ register/return/cards under the Orissa
Contract Labour (R&A) Rules 1975. Act such as
i. Register of workmen employed by Contractor (Form 9)
ii. Employment card (Form 10)
iii. Muster Roll (Form 12)
iv. Register of wages-cum muster roll (Form 13)
v. Wage slip (Form 15)
vi. Register of overtime (Form 19)
vii. Submission of Return (Form 20)
11.4 Provision of Minimum Wages Act and Payment of Wages
(i) The Contractor shall comply with the provisions of the Minimum Wages Act 1948, the
Payment of Wages Act 1936 or any other rules made thereunder by the Government
of Orissa in respect of all employees employed by him or his sub-contractor directly
or indirectly for the purpose of carrying out the works. In the event of retrenchment of
workers by the Contractor or sub-contractors employed by the Contractor during or
after the completion of the work, the retrenchment compensation and other benefits
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will be paid by the Contractor to the workers as per the provisions of Industrial
Dispute Act prevailing at that time.
(ii) If in compliance with the terms of the Contract, the Contractor supplied any labour to
be used wholly or partly under the direct orders and control of the Employer whether in
connection with any work being executed by the Contractor or otherwise for the purpose of
the Employer such labour shall, for the purpose of this clause, still be deemed to be the
persons employed by the Contractor.
(iii) If any money shall, as a result of any claim or application made under the said acts,
be directed to be paid by the Employer, such money shall be deemed to be money
payable to the Employer by the Contractor and and/or failure by the Contractor to
repay the Employer, any money paid by the Employer as aforesaid, within 7 days
after the same shall have been demanded from the Contractor, the Employer shall
be entitled to recover the same from any money due or accruing to the Contractor
under this or any other Contract with the Employer, failing which such amount
shall be considered as debt due from the Contractor to the Employer and the
Employer shall be entitled to recover the same in terms of the Contract.
(iv) The Contractor shall comply with the provisions of by-partite and tripartite agreement
entered into by the Employer from time to time with the Labour Unions and/or the
circulars issued by the Employer regarding payment of minimum wages and benefits
applicable.
11.5 Reporting of accidents to labour.
The Contractor shall be responsible for the safety of his and his sub-contractors' workmen
and employees. All accidents at site are to be immediately reported to the required
authorities. The Contractor shall be liable for all such accidents and shall make arrangement
to render all possible assistance and aid to the victims of the accident.
11.6 Provision of Workmen's Compensation Act
The Contractor shall be liable for in respect of any damages or compensation payable by law
in respect of or in consequence of any accident or injury to any workmen or other person in
the employment of the Contractor or any of his sub-contractors and the Contractor shall save
harmless and shall indemnify and keep indemnified the Employer against all such damages
and compensation and against all claims, demands, proceedings, costs, charges and
expenses, whatsoever, in respect thereof or in relation thereto. The Contractor shall at all
times indemnify and keep indemnified the Employer against all claims for compensation
under the provisions of the Workmen's Compensation Act 1923 (VIII of 1923) or any other law
for the time being in force by or in respect of any workmen employed by the Contractor or his
sub-contractors/agencies in carrying out the Contract and against all costs and expenses or
penalties incurred by the Employer in connection therewith. In every case in which by virtue of
the provisions of Section-12, Sub-Section(1) of the Workmen's Compensation Act 1923, the
Employer is obliged to pay compensation to a workmen employed by the Contractor or his
sub-contractor/ agencies, the amount of compensation so paid and without prejudice to the
rights of the Employer under Section-12, Sub-Section (2) of the said Act, the Employer shall
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be at liberty to recover such amount or any part thereof in terms of the Contract. Employer
shall not be bound to contest any claim made against him under Section-12, Sub-Section (i)
of the said Act, except on the written request of the same or his sub-contractors/agencies and
upon their giving to the Employer full security for all costs for which the Employer might
become liable in consequence of contesting such claims.
11.7 Labour Returns
The Contractor shall submit periodical statements of labour employed by him in the proforma
prescribed by the Employer.
11.8 Accommodation for Labour
Unless expressly specified and/or limited otherwise elsewhere in the Contract, the Contractor
shall, at his own expense, make adequate arrangements for housing, electricity, road, supply
of drinking water and provision of latrines and urinals for his staff and labour, disposal of
sewerage and sullage.
11.9 Provisions of Apprentices Act
The Contractor shall comply with the provisions of the Apprentices Act 1961, and the rules
and orders issued thereunder from time to time If he fails to do so, his failure may be treated
as breach of the Contract and the Employer may, at his discretion, terminate the Contract.
The Contractor shall also be liable for any pecuniary liability arising on account of any
violation by him of the provisions of the said Act.
11.10 Payment of Wages
11.10.1 The Contractor shall make regular and prompt payment of wages to the labourers engaged
in the work and in no case shall the payment be delayed more than seven days following the
period for which the wages are due. The Contractor shall send a certificate to the Employer
to this effect every month.
11.10.2 In case the Contractor fails to make payment of wages within the prescribed period or make
short payment, then the Employer as Principal Employer shall make payment of wages in
full or the unpaid balance due, as the case may be, to the Contract labour employed by the
Contractor and recover the amount so paid by the Employer in terms of the Contract.
11.10.3 The Employer shall have the right to enquire into and decide against any complaint alleging
that the wages paid by the Contractor to any labourer for the work done by such labourer is
less than the wages paid for similar work in the neighbourhood.
11.11 Preservation of peace
The Contractor shall take requisite precautions and use his best endeavour to prevent any
riotous or unlawful behaviour by, or amongst his workmen and/or others employed on the
works by him or his sub-contractors and for the preservation of peace and protection of the
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inhabitants and security of the property in the neighbourhood of the works/site. In the event of
the Employer requiring the maintenance of a special police force at or in the vicinity of the site
during the tenure of the Contract in consequence of the riotous or unlawful behavior by, or
amongst the Contractor's or his sub-contractors workmen and/or others staff employed by
him/them, all expenses thereof and costs of all damages due to such riotous or unlawful
behaviour shall be borne by the Contractor and if paid by the Employer, shall be recoverable
from the Contractor in terms of the Contract.
11.12 Sanitary arrangements
The Contractor shall comply with all sanitary rules in force and carry out all sanitary measures
and permit inspection of all sanitary arrangements at all reasonable times by the Employer.
11.13 Infectious diseases
The Contractor shall employ such persons as are found to be free of contagious diseases and
shall produce if required by the Employer, certificate of fitness of all his employees working at
site. The Contractor shall, if required by the Employer, subject to all his employees to regular
medical check up and produce satisfactory evidence of their being free from any contagious
disease.
The Contractor shall remove from his labour camp such labour and their families who refuse
protective inoculations and vaccination when called upon to do so by any competent
authority.
11.14 Medical facilities at site
The Contractor shall provide medical facilities at the site as per rules in force in relation to the
strength of the Contractor's staff and workmen deployed at site.
11.15 Age Limits of Labour
The Contractor shall not employ for the purpose of the work, any person below the age as
his statutorily forbidden. The Employer shall have the right to refuse to allow any labour,
whom he considers to be underage to be employed by the Contractor. The Contractor
shall submit periodical statements of labour employed by him to the Employer.
11.16 Provident Fund (PF)
(i) Contractor has to provide PF Registration No. to Employer within 30 days of issue
of LOA. Non-submission may lead to suspension / cancellation of LOA.
(ii) The Contractor shall be solely responsible for deduction and contributions under
the Employees' Provident Fund and Family Pension Act, 1952 and the scheme
made thereunder as amended from time to time. He shall be solely responsible for
the maintenance of records for payment of contributions and submission of returns
in accordance with the said act and scheme.
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(iii) Every Contractor shall within 15 days of the close of every months, submit to the
Employer a statement showing the recoveries of contribution in respect of
employees, employed by or through him after depositing the contribution of
employees and employers with appropriate authority and also furnish to NINL
such information which are required to be furnished by NINL as principal employer
to the concerned authorities.
The amount of contribution (employer's contribution as well as employees
contribution in pursuance of any scheme and the employer's contribution in
pursuance of insurance scheme) and any charges for meting the cost of
administering the fund paid/payable by the employer in respect of an employee by or
through a Contractor will be recovered by the Employer from the Contractor either by
deduction from any amount payable to the Contractor under any Contract or a debt
payable by the Contractor.
Notwithstanding any Contract to the contrary, no Contractor shall be entitled to
deduct employer's contribution or other administrative charges from the wages
payable to an employee employed by or through him.
(iv) In case the Contractor fails to make payments under the above act and the
hereunder and as amended from time to time, the Employer reserves the right to
make such payment on behalf of the Contractor on demand from the authorities
under the act and recover the same from the payments due to the Contractor.
Further, the Contractor shall indemnify and keep indemnified the Employer against
any loss or damage whatsoever that may be suffered by the Employer as a result
of any claims, damages, penalties for any failure, non-compliance on his part with
the provisions of the aforesaid act and the scheme framed thereunder.
11.17 Observance by sub-contractors
The Contractor shall also be responsible for the observation of all the above clauses by his
sub-contractors.
12.0 WORK PERMIT, PASSPORT, SECURITY PASS ETC.
The Contractor shall be responsible for arranging and obtaining at his own cost & risk, if
required, the necessary work permits, passports, visas, police permits and expenses for
customs duty related to personal and other effects of any personnel employed or engaged by
him for work including labour, whether resident or non-resident of India. Security pass can be
obtained from police authorities at Duburi. The Employer will recommend and assist in
obtaining the passes. Contractor should not claim for delay in case of delay in obtaining
security passes. The Contractor will take responsibility of obtaining Security passes. The
permission/passes issued by the Employer as per their security/safety provisions and
procedures shall also come under purview of this Clause.
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13.0 CONTRACTOR’S REPRESENTATIVE
(i) The Contractor shall depute/appoint a competent, appropriately qualified and
experienced person as Project Coordinator, in consultation/approval of the
Employer, to act and represent the Contractor in respect of discharge of
Contractor’s responsibilities and obligations under the Contract.
(ii) The Contractor’s Project Coordinator shall be vested with necessary powers,
which shall be evidenced by necessary Power of Attorney in favour of such
Project Co-ordinator of the Contractor and shall be competent to take all such
decisions on his behalf during currency of the Contract, as may be deemed
necessary in order to discharge Contractor’s responsibilities and obligations in
terms of the Contract.
(iii) All notices and instructions issued by the Employer to the Contractor’s Project
Coordinator in terms of the Contract shall be deemed to have been issued to the
Contractor and the Contractor/Project Coordinator shall be under contractual
obligation to comply with Employer’s all such notices and instructions.
(iv) All personnel including experts deployed/deputed by the Contractor’s Project
Coordinator in respect of execution of works and services under the Contract shall
be deemed to have been deployed/deputed by the Contractor and the Contractor
shall be responsible and liable for the conduct/misconduct, behavior, decisions,
and negligence of such personnel/experts including labour of the Contractor and
his associates/sub-contractors. The Employer reserves the right to ask the
Contractor to withdraw any of his personnels deployed in the project as per
stipulations under the Contract.
14.0 SUB-CONTRACTS
14.1 The Contractor shall not sub-contract the Contract Work in whole or part thereof to third
parties for the performance of this Contract without written consent of the Employer /
Consultant.
14.2 Selection of any sub-contractor/sub-supplier by the Contractor, in respect of discharge of his
contractual responsibilities and obligations shall be subject to prior approval of the Employer.
However the Contractor shall alone be responsible and liable for discharge of his obligations
and responsibilities including that of his sub-contractor(s) and sub-supplier(s) in terms of the
Contract. The Contractor shall remain solely liable for any action, deficiency, and/or
negligence on the part of his sub-contractors, his agent, his workmen as fully as if they were
the acts, defaults or neglects of the Contractor.
14.3 The Contractor and/or his sub-contractor/sub-suppliers shall be under contractual obligations
to submit any such information/document including but not limited to inspection / Test reports
of materials to be incorporated and / or incorporated in the works, to the Employer for his
approval/review/perusal, which the Employer may consider it deemed necessary in respect of
discharge of contractual obligations/responsibilities by the Contractor and/or his sub-
contractor/sub-supplier.
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14.4 The Contractor shall submit un-priced copies of purchase orders / work orders with technical
specifications included in all orders placed on sub-contractors, if requested by the Employer.
14.5 In the event certain obligations extended by a sub-contractor to the Contractor should extend
beyond the guarantee period specified in the Contract, the Employer shall automatically be
entitled to the benefit thereof.
14.6 In no event shall the Employer be deemed to have any contractual obligations whatsoever in
respect of Contractor’s/ sub-contractors and/or title-holders of any sub-orders placed by him.
15.0 DRAWINGS AND DOCUMENTS
15.1 All construction/installation drawings, sketches, schemes, manuals/instructions, wherever and
to the extent applicable, shall be provided by the Employer to the Contractor for the purpose
of construction/installation, under the scope. All detailed construction drawings will be issued
progressively during the execution of work. However, due to unforeseen circumstances if
there is delay in the issue of drawings, the Contractor may plan the work accordingly. The
Employer shall not assume any responsibility and liability on account of such delay in
issuance of documents.
15.2 All works shall be executed by the Contractor in terms of the Contract and on the basis of
drawings and documents furnished to him as per above by the Employer and in accordance
with the instructions/guidelines issued by the Employer and/or its authorised representative
from time to time.
15.3 The drawings shall remain in the sole custody of the Engineer but two (2) copies thereof
shall be furnished to the Contractor free of cost. The Contractor shall provide and make at
his own expense any further copies required by him. At the completion of the Contract the
Contractor shall return to the Engineer all drawings provided under the Contract.
15.4 The Contractor shall indicate in writing to the Employer / Consultant or the Employer's
representative of any addition drawings or specification that he may require for the execution
of the works or otherwise under the Contract, sufficiently in advance.
15.5 All drawings specifications, sketches, schedule of items / BOQ etc. furnished by the
Employer / Consultant shall be treated as strictly confidential property of the Employer in
terms of the Contract.
15.6 One copy of the drawings, specifications and schedule of quantities/ items furnished to the
Contractor as aforesaid shall be kept by the Contractor on the site and the same shall be
available for inspection and use by the Employer and any other person authorised by the
Employer.
15.7 The Employer Shall have full powers and authority to supply to the Contractor from time to
time during the program of the works such further drawings and instructions, and / or any
modifications/alteration thereof, including written instructions as shall be necessary for the
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purpose of the proper and adequate execution and maintenance of the works and the
Contractor shall carry out and be bound by the same.
15.8 If the Contract/Technical Specifications specifies that the Contractor shall design any part
of the Works, then unless otherwise stated in the SCC:
(a) the Contractor shall prepare and submit to the Engineer, Contractor’s
drawings/sketches/documents, as required under the Contract/Technical
specifications and / or as may be instructed by the Engineer, for this part in
accordance with the procedures specified in the Contract;
(b) these documents of Contractor shall be in accordance with the Specification and
Drawings, and shall include additional information as may be required by the
Engineer for co-ordination of each Party’s designs;
(c) the Contractor shall be responsible for this part and it shall, when the Works
are completed, be fit for such purposes for which the part is intended as are
specified in the Contract; and
(d) prior to the taking over of the Works by the Employer, the Contractor shall submit
to the Engineer all such “as-built” documents as specified in Contract/Technical
specifications.
15.9 The Contractor shall also furnish to the Employer 3 (Three) sets of all catalogs, literatures,
manuals etc. in respect of bought-out items incorporated in the works, wherever applicable.
15.10 The Contractor himself shall not make any changes in the drawings/sketches, specifications
and schedule of items / BOQ issued by the Employer/Consultant. If any error or omission is
detected, he shall promptly bring the same to the notice of the Employer for clarification/
decision/ rectification. All modifications shall be subject to the written approval of the
Employer.
16.0 INSURANCE
16.1 The Contractor, within the Contract price shall arrange, secure and maintain during
execution of the Contract, insurance as may be necessary or required by law for purpose of
this Contract and for all such amounts to protect the interest of the Employer against all risks
as detailed herein. The form and the limit of such insurance as defined herein together with
the under-writer thereof in each case shall be acceptable to the Employer. However,
irrespective of such acceptance, the responsibility to maintain insurance at all times during
the period of `Contract' shall be that of the Contractor alone. All policies as stipulated shall
remain valid during the tenure of the Contract. The Contractor's failure in this regard shall not
relieve him of any of his contractual responsibilities and obligations.
16.2 The Contractor shall deposit copy of Insurance Policy/Policies along with copies of Receipts
for premium to the Employer within 14 days of mobilisation at site or such other lesser time
as is necessitated by the work, failing which the Employer shall have the right to take out
Insurance covers at Contractor' expenses and deduct the amount of such premium paid/ to
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be paid from any money due or becoming due to the Contractor, without prejudice to any
other rights of the Employer.
The above insurance policies shall be kept valid during the tenure of the Contract.
Contractor shall also furnish to Employer any amendments thereto and prompt notification of
any cancellation or termination thereof.
The Contractor shall pay necessary premium as required under the terms of the policy.
Should the Contractor default in paying any premium when due, Employer, without prejudice
to other remedies set forth in this Agreement, shall be at liberty to pay such premium and
recover the same from the Contractor.
16.3 The Contractor shall arrange Transit Insurance (for transporting materials, under
Contractor’s scope of supply, to site), Workmen's Compensation Insurance, Comprehensive
Automobile Insurance and Comprehensive General liability Insurance, which shall be at the
cost and the responsibility of the Contractor.
16.4 The Contractor shall take suitable Group Personal Accident Insurance Cover for taking care
of injury, damage or any other risks in respect of his Engineering and other Supervisory staff
who are not covered under policies as stipulated above.
16.5 The Contractor shall take insurance policy from Branch office at Bhubaneswar / J.K. Road of
one or more Nationalised Indian Insurance Company(s).
16.6 Unless otherwise specified in SCC, all policies shall be in the Joint name of the Employer
alongwith the Contractor. Sub-contractor’s of the Contractor shall not be holders or
beneficiaries in the policy nor shall they be named in the policy. Employer reserves the
exclusive right to assign the policy.
16.7 The Contractor shall also arrange suitable insurance to cover damage, loss, accidents, risks
etc., in respect of all his plant, equipments and machinery, erection tools & tackles and all
other temporary attachments brought by him at site to execute the work.
16.8 In all cases, the Contractor shall lodge the claims with the Underwriters and also get the
claims settled. However, the Contractor shall proceed with the repairs and/or replacement of
the works or part thereto as the case may be, in their scope without waiting for the settlement
of the claims. In case of seizure of any materials by concerned authorities, the Contractor
shall arrange prompt release against bond, security or cash as required. Employer will extend
all assistance to the Contractor in such a case.
16.9 All the insurance claims pertaining to their scope shall be processed by the Contractor and
the missing/damaged works shall be replaced / repaired by them without any extra cost to the
Employer and without affecting the completion time.
16.10 Workmen's Compensation Insurance
This insurance shall protect the Contractor against all claims applicable under the
Workmen's Compensation Act, 1948 (Government of India) as amended from time to time.
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This policy shall also cover the Contractor against all claims for injury, disability, disease or
death of his or his sub- contractor's employees which for any reason are not covered under
the Workmen's Compensation Act, 1948. The liabilities shall not be less than:
Workmen's compensation : As per statutory provisions.
Employees' Liability : As per statutory provisions.
16.11 Comprehensive Automobile Insurance
This insurance shall be in such a form to protect the Contractor against all claims for injuries,
disability, disease and death to members of public including the Employer's men and
damage to the property of others arising from the use of motor vehicles during on or off the
`site' operations, irrespective of the ownership of such vehicles.
The liability covered shall be as per statutory requirements unless otherwise stated in SCC.
16.12 Comprehensive General Liability Insurance
This insurance shall protect the Contractor against all claims arising from injuries, disabilities,
disease or death of members of public or damage to property of others due to any act or
omission on the part of the Contractor, his agents, his employees, his representatives and
sub-contractors or from riots, strikes and civil commotion.
16.13 While carrying out the work at site, appropriate Insurance Policy shall be taken by the
Contractor to cover damage, loss, injury, accidents to lives and properties of Contractor,
Employer/ Third parties in the vicinity.
16.14 Notwithstanding all these Insurance Policies, the Contractor shall be solely liable and
responsible for any or all damages/losses /arising during the execution of the Contract and
the Employer shall not be held responsible on any account whatsoever.
16.15 Any such insurance requirements as are hereby established as the minimum policies and
coverages which Contractor must secure and keep in force. Contractor shall at all times be
free to obtain additional or increased coverages at Contractor's sole expense.
16.16 The provisions contained within this clause are not intended and do not impair or in any
manner limit the liabilities or obligations assumed by the Contractor as may be set forth
elsewhere in this Contract.
17.0 TYPE, QUALITY OF MATERIALS AND WORKMANSHIP
(i) The Contractor shall be deemed to have carefully examined and to have read and
understood the general and other conditions, specifications, schedules, drawings,
etc. forming part of the Contract and also to have satisfied himself as to the nature
and character of the work to be executed and the type of the duties required
including wherever necessary of the site conditions and relevant matters and
details. Any information thus had or otherwise obtained from Employer shall not in
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any way relieve the Contractor from his responsibility and contractual obligations for
executing the work in terms of the Contract. If the Contractor shall have any doubt
as to the meaning of the portion of the Contract, he shall before signing it set forth
the particulars thereof and submit to Employer in writing in order that such doubt
may be removed.
(ii) All materials and workmanship shall be of the respective kinds as described in the
Contract and in accordance with the Employer's instructions and shall be subjected
from time to time to such tests as the Employer may direct at the place of fabrication
/ manufacturing or on the site or at all or any of such places. The Contractor shall
furnish to the Employer test reports for any materials on demand within 10 days to
prove that the materials are as specified.
(iii) Contractor shall supply samples of materials, before incorporation in the works for
testing as may be selected and required by the Employer.
(iv) All materials under scope of supply of the Contractor shall be of the best quality and
workmanship according to the latest engineering practice and shall be of best quality
considering strength and durability for their best performance. All material shall be
new. Substitution of specified material or variation from the method of
fabrication/construction may be permitted with the prior written approval of the
Employer/Consultant.
(v) The Contractor shall procure and/or fabricate all materials in accordance with all
requirements of Central and State enactments, rules and regulations governing such
work in India and at site. This shall not be construed as relieving the Contractor from
complying with any requirement of Employer as enumerated in the Contract
Specifications which may be more rigid than and not contrary to the above mentioned
rules, nor providing such construction as may be required by the above mentioned
rules and regulations. In case of variance of the Contract Specification from the laws,
ordinance, rules and regulations governing the work, the Contractor shall
immediately notify the same to the Employer. It is the sole responsibility of the
Contractor, however, to determine that such variance exists. Wherever required by
rules and regulations, the Contractor shall also obtain the Statutory Authorities
approval for the plant, machinery and equipment to be supplied by the Contractor.
(vi) In addition to specification described in Contract documents, all materials,
workmanship, inspections, sampling and testing and interpretation of test results
and their application shall be in accordance with the latest editions of Indian
standards specifications and/or codes of practice. Codes and standards of other
countries can be followed with the prior written approval of Employer, provided
materials, supplies & equipment according to the standard are equal to or better
than the corresponding standards specified in the Contract.
(vii) Brand names mentioned in the Contract documents, if any, are for the purpose of
establishing the type and quality of products to be used. The Contractor shall not
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change the brand name and qualities of the bought-out items without the prior written
approval of the Employer/Consultant.
However, the Employer reserves the right to make any appropriate change and/or
replacement in the specified brand names of such product/goods at any time prior to
procurement of the same by the Contractor, if he (the Employer) considers it
appropriate and necessary to achieve the stipulated contractual requirements and
the Contractor shall be under his contractual obligations and responsibilities to
comply with such requests of the Employer and make supplies accordingly within the
stipulated Contract price.
All such products and equipment shall be used or installed in strict accordance with
original manufacturer's recommendations, unless otherwise directed by the
Employer/Consultant
18.0 INSPECTION & TESTS
18.1 Within the specified Contract price, the Contractor shall institute a quality assurance
system to demonstrate compliance with the requirements of the Contract. The system
shall cover all such Inspections/Tests and Quality Control checks and measures at
appropriate stages of execution of Contract, as specified in Contract/Technical
Specifications and/or under the Contract and/or any document referred to therein. The
Engineer shall be entitled to audit any aspect of the system.
Details of all procedures and compliance documents shall be submitted to the Engineer for
information before each execution stage is commenced. When any document of a
technical nature is issued to the Engineer, evidence of the prior approval by the Contractor
himself shall be apparent on the document itself.
Compliance with the quality assurance system shall not relieve the Contractor of any of his
duties, obligations or responsibilities under the Contract.
18.2 All materials and works whether at the site or in Contractor's/ sub-contractor's premises
shall be subject to inspection and test by Employer and/or its authorised representative.
18.3 The Employer shall have the right for inspecting and testing the Contractor’s and/or its sub-
contractor(s) work or any part thereof, under the scope of the Contract, at any time during
execution or after the completion of work, and the Contractor on demand of the Employer
shall carry out such tests in appropriate manner in the presence of the Employer’s
authorised representatives. Should the Contractor himself not be in a position to carry out
the tests, he shall, on the Employer's demand prepare specimen and sample and send them
to such testing station / laboratories as the Employer may specify.
18.4 The Employer shall have the right to be present during all tests carried out by the Contractor.
The Contractor on being requested so to act, shall present sufficient documentary evidence
that the material used will meet the specified requirement. If called for, samples and
specimen shall become the Employer's property. The Contractor shall notify the Contract
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work in order that the inspection or tests can be carried out as may be required to ascertain
without prejudice to the Contractor's liability, whether the materials and/or services are in
conformity with the requirement of the Contract. All inspection and tests shall be carried out
as per the approved procedure and in terms of stipulations of the Contract unless otherwise
specified.
18.5 The Contractor shall submit to the Employer programme of inspection and tests with a
minimum of 21 days clear notice of any fabrication/precasting work being ready for
inspection and tests specifying the period likely to be required for such inspection and tests.
Thereafter, the Employer or his inspector shall, unless inspection or test is voluntarily
waived, attend such inspection and test. Should the Employer fail to attend such inspection
and test, the Contractor may proceed with the inspection and test at his option which shall be
deemed to have been made in the Employer’s presence and shall forthwith forward to the
Employer copies of inspection/test certificates for acceptance by the Employer.
18.6 In all cases whether at the premises or works of the Contractor or of any sub-contractor, the
Contractor shall unless, otherwise specified, shall provide free of charge to the Employer such
labour, materials, electricity, fuel, water, stores, apparatus and instrument and/or facilities as
may reasonably be deemed to carry out efficiently such tests in accordance with the Contract
and shall give all such facilities to the Employer or his authorised representative to
accomplish such tests.
18.7 The Employer upon giving notice in writing and stating the grounds of objection, shall have
the right to reject any or all work or material, or to demand rectification or replacement
thereof.
In case any inspection / tests fails, re-inspection/retest shall be carried out after necessary
rectification by the Contractor at his cost.
18.8 All basement sewer lines, water supply lines, manholes etc. shall have to be tested by the
Contractor to prove that the same are watertight in the manner as specified. All storm water
drains shall have to be tested by the stagnation etc. in the manner required by the Employer.
Water required for testing shall be arranged by the Contractor at his cost. The cost of such
testing shall be held to be inclusive in the Contract rates.
18.9 Unless expressly specified otherwise, the Contractor shall be liable for all costs involved and
incurred in conducting/arranging all such inspection/tests as specified in the Contract and/or
instructed by the Employer and/or its authorised representative including preparation of
samples and getting them tested either at site or at any other test laboratories, in the manner
as stipulated under the Contract. However, the Employer shall be liable and responsible for
all costs involved and/or incurred in deputing his representative for witnessing all such
inspection/tests.
18.10 Notwithstanding with any approval or acceptance which the Employer may grant to the
Contractor in respect of any of his and/or his sub-contractor’s materials / works executed, the
Contractor shall not be absolved of any of his contractual obligations and responsibilities
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under the Contract and the Employer reserves the right to reject any of the material/works as
stipulated under the Contract.
19.0 CONSTRUCTION / INSTALLATION OF WORKS
19.1 Access to and Possession of site
19.1.1 Access to and possession of the site shall be afforded to the Contractor by the Employer in
reasonable time to start the Contract Work as per time schedule specified in the Contract.
19.1.2 In the execution of the work, no person other than the Contractor, sub-contractor and his or
their employees shall be allowed on the site except with the written permission of the
Employer. Facilities to inspect the works at all times shall be afforded by the Contractor to the
Employer and his representatives and other authorised officials. The Employer’s Personnel
shall at all reasonable times:
(a) have full access to all parts of the site and to all places from which natural
Materials are being obtained, and
(b) during construction (at the site and elsewhere), be entitled to examine, inspect,
measure and test the materials and workmanship, and to check the progress of
the works.
The Contractor shall give the Employer’s Personnel full opportunity to carry out these
activities, including providing access, facilities, permissions and safety equipment.
19.1.3 The access to and possession of the site referred above shall not be exclusive to the
Contractor but only such as shall enable him to execute the works in accordance with the
Contract. Upon specific request of the Employer, the Contractor shall afford to the Employer
and to other Contractors of the Employer, reasonable facilities for the execution of the work
concurrently with his own.
19.2 The Contractor shall not interfere unnecessarily or improperly with:
(a) the convenience of the public, or
(b) the access to and use and occupation of all roads and footpaths, irrespective
of whether they are public or in the possession of the Employer or of others.
The Contractor shall indemnify and hold the Employer harmless against and from all
damages, losses and expenses (including legal fees and expenses) resulting from any
such unnecessary or improper interference.
19.3 Setting Out
Contractor shall be responsible for true and proper setting out of the works and for the
correctness of the position, levels, dimensions and alignment of all posts of the work and for
the provision of all necessary instruments, appliances and labour in connection there with.
Normally bench mark shall be provided at inter section of all main walls and shop column
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axes. A master bench mark shall be established first from which all further lines and levels
shall be established. The checking of any setting out or of any line or level by Employer /
Consultant or his representatives shall not relieve the Contractor of his responsibility for the
correctness thereof Contractor shall carefully preserve all the bench marks, site rails, pegs
and other things used in setting out the works.
If, at any time during the progress of installation of the Facilities, any error shall appear in
the position, level or alignment of the Works, the Contractor shall forthwith notify the
Employer of such error and, at its own expense, immediately rectify such error to the
reasonable satisfaction of the Employer.
19.4 Contractor's Superintendence and Supervision
19.4.1 The Contractor shall provide all necessary superintendence during the execution of the
works and as long thereafter as the Employer may consider necessary for the proper
fulfillment of the Contractor's obligations under the Contract. The Contractor or one of his
competent authorised representative duly approved by the Employer is to be constantly on
the works and shall give his whole time to superintendence of the same. If such approval is
withdrawn by the Employer the Contractor shall as soon as is practicable (having regard to
the requirement of replacing him as herein after mentioned) after receiving such withdrawal,
remove the representative from the site and shall not there after deploy him again on the site
in any capacity and shall replace him by another representative approved by the Employer.
Such authorised representative shall receive on behalf of the Contractor directions and
instructions from the Employer.
19.4.2 The Contractor shall, if required by the Employer, deliver to the Employer returns in such
form and at such intervals as the Employer may prescribe showing in detail the supervisory
staff and the numbers of the several classes of labour from time to time deployed by the
Contractor on site.
19.4.3 If, in the opinion of the Employer, due progress is not made with the work in accordance with
the Contract and/or the execution thereof becomes contrary to specifications, and/or bad
work is executed and/or bad materials are used or supplied by the Contractor, and/or any
directions given by the Employer are not properly complied with or attached to, the Employer
may, if he considers it necessary or proper for the due execution of work in accordance with
the Contract, issue written order for the deployment of extra supervising staff to supervise
the work. The expenses of such deployment of extra supervising staff shall be borne by the
Contractor.
19.5 Deployment of Labour at site
(a) The Contractor shall provide and deploy on the site of the construction of the
works, such skilled, semi-skilled and unskilled labour as is necessary for the
proper and timely execution of the Contract, in terms of the Contractor. The
Contract is encouraged to use local labour that necessary skills (as per oustees
list available with the Employer).
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(b) The Contractor shall, in all dealings with its labour and the labour of its sub-
contractors currently deployed on or connected with the Contract, observe all such
statutory laws/regulations as stipulated under the Contract.
19.6 Contractor’s Equipment
19.6.1 All Contractor’s Equipment brought by the Contractor onto the site shall be recorded at
Employer’s gate / entry point and proof thereof shall be retained till removal of the
equipment from site. Such equipment shall be deemed to be intended to be used
exclusively for the execution of the Contract. The Contractor shall not remove the same
from the site without the Employer’s consent.
19.7 Opportunities for other Contractors
19.7.1 The Contractor shall, give all reasonable opportunities for carrying out the work to any
other Contractors employed by the Employer on or near the site.
19.7.3 The Contractor shall also so arrange to perform its work as to minimize, to the extent
possible, interference with the work of other contractors. The Employer shall determine the
resolution of any difference or conflict that may arise between the Contractor and other
contractors and the workers of the Employer in regard to their work.
19.7.4 The Contractor shall notify the Employer promptly of any defects in the other Contractors’
work that come to its notice, and that could affect the Contractor’s work. The Employer
shall determine the corrective measures, if any, required to rectify the situation after
inspection of the works. Decisions made by the Employer shall be binding on the
Contractor.
19.7.5 The Contractor shall co-ordinate with other contractors agencies working in or about the
site or at the adjoining areas on works having direct or indirect connection with the
Contract work being executed by the Contractor under this Contract.
19.7.6 The Contractor shall interact with other contractors and agencies stated under above and
sequence various activities with the activities of other Contractors in a manner required
for timely and sequential completion of the Contract work.
19.7.7 Co-ordination with other contractor’s / agencies or any disagreement or delay in
co-ordination or interruption in work shall not entitle the Contractor to any extra time or
cost.
19.8 Emergency Work
If, by reason of an emergency arising in connection with and during the execution of the
Contract, any protective or remedial work is necessary as a matter of urgency to prevent
damage to the works, the Contractor shall immediately carry out such work.
If the Contractor is unable or unwilling to do such work immediately, the Employer may do
or cause such work to be done as the Employer may determine is necessary in order to
prevent damage to the works. In such event the Employer shall, as soon as practicable
after the occurrence of any such emergency, notify the Contractor in writing of such
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emergency, the work done and the reasons therefore. If the work done or caused to be
done by the Employer is work that the Contractor was liable to do at its own expense
under the Contract, the reasonable costs incurred by the Employer in connection therewith
shall be paid by the Contractor to the Employer.
19.9 Site Clearance
19.9.1 Site Clearance in Course of Performance: In the course of carrying out the Contract, the
Contractor shall keep the site reasonably free from all unnecessary obstruction, store or
remove any surplus materials, clear away any wreckage, rubbish or temporary works from
the site.
19.9.2 Clearance of site after Completion: Upon issuance of the Completion Certificate, the
Contractor shall clear away and remove, from that part of the site and works to which the
completion Certificate refers, surplus material, wreckage, rubbish and temporary works
except for temporary site office / stores / godowns. The Contractor shall leave that part of
the site and the works in a clean and safe condition. However, the Contractor may retain
on site, during the Defect Liability Period, such goods as are required for the Contractor to
fulfill obligations under the Contract. The Contractor shall remove Contractor’s equipment
that are no longer required only with the prior permission of the Employer or in case so
instructed by the Employer.
19.9.3 Construction of temporary site office/site go-down required for Contractor or his sub-
contractor(s) shall be in Contractor’s scope. However, after completion of work, same would
be handed over to the Employer with the materials or to be demolished as per Employer’s
instructions and in that case left out and reusable materials will be handed over to Employer
and such area shall be cleared and cleaned properly by the Contractor.
19.10 Watching and Lighting
The Contractor shall provide and maintain at its own expense all lighting, fencing, and
watching when and where necessary for the proper execution and the protection of the
works, or for the safety of the owners and occupiers of adjacent property and for the safety
of the public.
19.11 Work at Night and on Holidays
19.11.1 Unless otherwise provided in the Contract, no work shall be carried out during the night
and on national holidays without prior written consent of the Employer, except where work
is necessary or required to ensure safety of the works or for the protection of life, or to
prevent loss or damage to property.
19.11.2 Notwithstanding with the above stipulations, if and when the Contractor considers it
necessary to carry out work at night or on public holidays so as to meet the time for
Completion and requests the Employer’s consent thereto, the Employer shall not
unreasonably withhold such consent.
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20.0 APPROVAL BY THE EMPLOYER
20.1 Without prejudice to Employer’s other rights and remedies stipulated under the Contract, the
Contractor’s following works shall be subject to approval by the Employer / Consultant.
(i) The men, material and machinery proposed to be mobilised by the Contractor.
(ii) All changes from the agreed specifications/ drawings.
(iii) Design, type, quality, quantity, materials and workmanship of any or all items of
supplies, work and services under Contractor’s scope to ensure that supplies, work
and services made/executed/ performed by the Contractor are in accordance with
the provisions of this Contract.
(iv) Where approval of the Employer is necessary or implied but is not specifically
provided for elsewhere in this Contract.
20.2 No certificate other than the Final Acceptance Certificate referred to under “Defect Liability
Period" hereof shall be deemed to constitute approval of any works other than matter in
respect of which it is issued or shall be taken as admission of the due performance of the
Contract or any part thereof, the accuracy of any claim or demand made by the Contractor
or of additional or varied work having been ordered by the Employer nor shall any other
certificate conclude or prejudice any of the powers of the Employer.
20.3 Notwithstanding with any approval or acceptance which the Employer may grant to the
Contractor under the Contract, the Contractor shall be solely and wholly responsible and
liable for the execution and performance in terms of the Contract and the Employer reserves
the right to reject, any of works/material performed and/or supplied by the Contractor under
the Contract.
21.0 EMPLOYER'S AUTHORITY
21.1 Employer shall be the sole communicating authority and all correspondence under this
Contract to the Employer shall be addressed to the Engineer by the Contractor.
21.2 Employer, besides issuing necessary drawings, sketches, specifications, instructions,
clarifications, etc. to the Contractor in terms of the Contract for execution of the works, may
also record instructions in site order book where called for, for compliance by the Contractor.
21.3 Without prejudice to his other rights stipulated under the Contract, Employer shall have the
authority including but not limited to followings:
(i) To make any modifications alteration to the drawings/ sketches already supplied to
the Contractor.
(ii) To increase/decrease the quantum of work specified in the schedule of items / BOQ
or to omit items of works and/or to order substitutions.
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(iii) To reject materials/workmanship not conforming to instructions/ specifications/
drawings and to order for removal of rejected materials or pull down/ dismantle
defective works.
(iv) To give notice to the Contractor if any deficiency is found with regard to adherence
to accepted programme or sequence of work or delay in procurement of material
and labour or negligence on the part of the Contractor or his authorised agent.
(v) To alter already agreed programme or sequence of work if found necessary at a
later date due to design and other stipulations in the tender even if it leads to
interruption to any one or more types of work.
22.0 REJECTION
22.1 Notwithstanding with any approval/acceptance which the Employer may grant to the
Contractor, in respect of any of Contractor’s works or any part thereof including materials
under the scope or any other services for its quality & quality adequacy and workmanship
which the Contractor has discharged or provided in terms of the Contract, the Contractor shall
not be relieved in any way of any of his contractual obligations and/or responsibilities to
execute and complete the works in conformance to the Contract.
22.2 The Employer reserves the right to reject, Contractor’s any goods/work delivered and/or
executed under the Contract, any time during currency of the Contract if the same is found to
be not in conformity with terms of the Contract.
22.3 If the Contract work or any portion thereof, before it is accepted or taken over by the
Employer, is found to be defective or not being in conformity with Contract/technical
specifications or fails to fulfill the requirements of the Contract, the Employer shall give the
Contractor notice setting forth particulars of such defects or failure and the Contractor shall
forthwith make good the defects or alter the same to make it comply with the requirements of
the Contract. Should he fail to do so within a reasonable time, the Employer may reject and
replace at the risk and cost of the Contractor, the whole or any portion of the work as the
case may be, which is defective or not in conformity with Contract / technical specifications
or fails to fulfill the requirements of the Contract. However, such rejection/ replacement by
the Employer shall not absolve the Contractor of his responsibilities under this Contract.
22.4 Any materials, etc. brought to site and found to be not in accordance with the Contract, shall
be rejected by the Employer and the Contractor shall remove the materials from site within
the period specified by the Employer. Should the Contractor fail to do, the Employer may
remove the same at the risk and cost of the Contractor.
22.5 The Contractor shall not be entitled to any extension of time or extra cost for fulfilling his
obligations stipulated herein above.
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23.0 RESPONSIBILITY FOR PERFORMANCE OF CONTRACT
The Contractor shall be responsible for the due and faithful performance of the Contract in
all respects. Any approval, which the Employer / Consultant may have given in the course of
execution of work, shall not relieve the Contractor from his obligations and notwithstanding
any approval or acceptance given by the Employer / Consultant, it shall be lawful for the
Employer to reject their services, if it is found that the services / work, rendered / work done
by the Contractor are not in conformity with the Contract in all respects.
24.0 COMPLETION CERTIFICATE
24.1 Within 10 days (Ten) of the completion of the work, the Contractor shall give notice of such
completion of works and fulfillment of Contractor’s all obligations (except as stipulated under
“Defect Liability Period”) in respect of such work, to the Employer.
24.2 Upon receipt of such notice of completion of works, the Employer shall carry out all such
inspections/checks/tests that are necessary to satisfy him:
(i) that the executed ‘works’ is in conformity with the Contract / Technical
Specifications, design / drawings / sketches and modification(s) issued thereof, if
any and as per written instructions issued to the Contractor from time to time during
execution of works.
(ii) that all the materials used and/or incorporated in the works meets the stipulated
quality requirement and are in accordance with the Contract and / or the documents
referred to therein.
(iii) that the Contractor has fulfilled all his obligations under the Contract, except
obligations stipulated under “Defect Liability Period”, in respect of such notified
completed works.
Without prejudice to Employer’s other rights under the Contract, Completion Certificate in
respect of such notified works, if satisfied about completion of works in terms of the
Contract, shall be issued by the Employer.
24.3 At the option of the Employer, a provisional certificate of completion may be issued
indicating defects to be rectified/ reconstructed by the Contractor subject to the condition that
the Contractor submits a written undertaking to finish any outstanding works during the
period of defect liability. The defect liability period in respect of the said works shall
commence from the date of issue of such certificate. Completion certificate shall be issued
after rectification of all defects to the satisfaction of Employer/ Consultant.
24.4 At the option of the Employer, and on written application of Contractor, a certificate with
respect to any part work may be issued before completion of the whole work if the part work
has been completed to the satisfaction of the Employer. When such certificate is issued,
such part of work shall be considered as completed and defect liability period for such part
shall commence from the date of issue of such certificate, provided that issue of such a
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certificate shall not be deemed to certify completion of any work or part there of which
requires repair / replacement.
24.5 No completion certificate shall be issued nor shall the work be considered to be complete
until the Contractor has removed from the site all scaffolding, surplus materials, rubbish, etc.
and all temporary works and cleaned off the dirt from wood work, doors, windows, walls,
floors, or other parts of the work.
24.6 All guarantee and test certificates obtained by the Contractor and his sub-contractors in
respect of materials used and works executed during execution of works shall be handed
over and transferred to the Employer before issuance of completion certificate by the
Employer.
25.0 DEFECT LIABILITY PERIOD
25.1 Defect Liability Period of 12 (twelve) months shall commence from the date of issue of
completion certificate in accordance with Contract or in the event of more than one
certificate(s) having been issued by the Employer under the Contract, from the respective
dates so certified.
25.2 The Contractor Guarantees that within above stipulated Defect Liability Period, the Contract
work(s) including material(s) (under Contractor’s scope of supplies, if any) shall not show
any signs of defects, errors, cracks, disfigurations, settlements, shrinkages, leakages,
dampness or any other faults.
25.3 The Contractor shall maintain and satisfactorily execute at his own cost all such works of
repair, amendment, reconstruction, rectification, replacement and any other work to make
good the faulty work during above stipulated defect liability period.
25.4 The Contractor shall, if required by the Employer, search for the causes of any defects,
imperfection or fault under the direction of the Employer. The cost of such work shall be
borne by the Contractor.
25.5 At intervals specified by the Employer / Consultant, the Contractor alongwith the Employer
shall inspect the Contract work to satisfy him that no defects have cropped up in the
Contract work. Should there be any signs of defects; the Contractor shall take immediate
steps to rectify the same.
25.6 At the end of the defect liability period, the Contractor alongwith the Employer / Consultant
shall carry out final inspection of the Contract work to prove that no defects had appeared in
the Contract work or that all defects which appeared in the Contract work have been rectified
to the satisfaction of the Employer. If during the final inspection it is found that the defects
still remain in the Contract work, the period of defect liability shall be extended at the
discretion of the Employer and the Contractor shall be liable to make good the defects and
be responsible for the maintenance of the work till the defect have been fully removed.
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25.7 Until the end of the period, the Contractor shall have the right of entry at his own risk and
expense, by himself or his duly authorised representative whose name shall previously have
been communicated in writing to the Employer at all reasonable working hours, upon all
necessary parts of the works for the purpose of inspection and taking notes therefrom and, if
he desires, at his own expense, making any tests subject to the approval of the Employer.
25.8 To the intent that the works shall, after expiration of defect liability period, be handed over to
the Employer in perfect condition to the satisfaction of the Employer, all such repair works as
stated herein above shall be carried out by the Contractor at his own expense, if the
necessity thereof shall in the opinion of the Employer be due to the use of materials or
workmanship not in accordance with the Contract or failure on the part of the Contractor to
comply with any obligations expressed or implied on Contractor’s part under the Contract.
25.9 If the Contractor fails to commence rectification of such defects within 14 days from the date
of Notice by the Employer or does not complete the said rectification with diligence and
within mutually agreed time period, the Employer shall be entitled to carryout such work by
his own workmen or by other Contractors and the Employer shall be entitled to recover from
the cost thereof or may deduct the same from any money due or that become due to the
Contractor under the Contract.
25.10 Upon successful completion of defect liability period for the entire work under the contract,
irrespective of number of Completion Certificates issued, the Employer shall issue Final
Acceptance Certificate for the entire work to the Contractor after joint inspection by Employer
/ Consultant and Contractor.
26.0 PASSAGE OF PROPERTY AND RISK
26.1 Without prejudice to Employer’s other rights as stipulated under Clauses “Insurance”,
“Defect Liability Period” and “Employer’s Lien of” the Contract, the property and risk of the
Contract work shall pass on to the Employer upon issuance of Final Acceptance Certificate
under the Contract.
26.2 This Clause shall not in any way adversely affect or derogate against the Contractor's
obligations to provide to the Employer, Contract work completed in all respects.
27.0 EMPLOYER’S LIEN
The Employer shall have a lien on and over all materials of every description, tools, tackles,
plant, equipment or any money due and/or that may become due and payable to the
Contractor either under this Contract or any other Contract and /or also on and over deposits
including the security amount or amounts made under this Contract and/or any other
Contract and which may become repayable to the Contractor under the conditions in that
behalf herein or therein contained, for or in respect of any debt or sum that may become due
and payable to the Employer by the Contractor either alone or jointly with another and either
under this Contract or under any other Contract/s or transaction/ of any nature and
whatsoever between the Employer and the Contractor.
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28.0 MATERIALS NOT INCORPORATED IN WORKS
28.1 Wherein any certificate, of which the Contractor has received payment, the Employer has
included the value of any unfixed/unused material(s) intended for incorporation in the works,
such materials shall become the property of the Employer and they shall not be removed
except for the use upon the works, without the written authority of Employer. However, the
Contractor shall remain responsible and liable for custody of the same and any loss or
damage till the Final Acceptance Certificate is issued by the Employer under the Contract.
28.2 The Contractor shall be solely responsible and liable for proper accounting and reconciliation
of all items/materials issued by the Employer to the Contractor under the Contract, after
completion of works. Unless otherwise stated elsewhere, the Employer shall make
deductions in terms of the Contract from any payment and/or money due or becoming due to
the Contractor under the Contract and/or any other Contract, for all such items/materials
which are not properly and reasonably accounted for to the satisfaction of the Employer by
the Contractor.
28.3 The Contractor shall also be responsible for proper accounting and reconciliation of all the
plant and equipment and other material issued to the Contractor by the Employer in
pursuance to the terms and conditions of the contract, prior to issuance of Final Acceptance
Certificate by the Employer.
29.0 MISUSE OF THE WORKS
29.1 The Contractor shall ensure that the works or any portion of the work completed or partially
completed are not misused by him or his sub-contractors or their employees, workmen,
agents, servants etc. leading to deterioration/ temporary deterioration of the work.
29.2 The Contractor may however be permitted by the Employer to use the work or a portion of
the work completed or partially completed for such purposes as may be approved by the
Employer.
30.0 PROTECTIVE PAINTING
The General Specification for painting and colour code etc shall be followed by the
Contractor for painting of equipment, steel structures etc.
31.0 POSSESSION PRIOR TO COMPLETION
The Employer shall have the right to take possession or use any completed or partially
completed work. Such possession or use shall not be deemed to be an acceptance of any
work done in accordance with the Contract. However, any damage to such work solely
due to such provision or use shall be to the Employer’s account.
32.0 LIQUIDATION, DEATH, BANKRUPTCY ETC.
If the Contractor dies, dissolves or becomes bankrupt or insolvent or causes or suffers any
Receiver to be appointed on his business or any assets thereof with his Creditors, or being a
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corporation commence to be wound up, not being a member's voluntary winding up for the
purpose of amalgamation or reconstruction, or carry on its business under a Receiver for the
benefits of its Creditors or any of them, the Employer shall be at liberty:
(a) to terminate the Contract forthwith upon coming to know of the happening of any
such event as aforesaid by notice in writing to the Contractor or to the Receiver or
Liquidator or to any person in whom the Contract may become vested to, or
(b) to give such Receiver, Liquidator or other person the option of carrying out the
Contract subject to his providing a guarantee upto an amount to be agreed for the
due and faithful performance of the Contract.
33.0 SECRECY, TITLES
33.1 The copyright in respect of all drawings, documents and other materials containing data
and any other information, if any, furnished to the Employer by the Contractor in respect of
his performance of the Contract herein shall pass to the Employer, if they are either
furnished to the Employer directly or through the Contractor by any third party, including
suppliers of materials. The Employer shall have the right to use these, without limitation, for
construction and/or expansion of the works. However, the title to such information/documents,
as stipulated herein above, shall remain vested with the Contractor and his respective sub-
contractor(s).
33.2 Titles of all maps, plans, drawings, specifications, schemes and the subject matter contained
therein and all other information given to the Contractor by the Employer in connection with
the performance of the Contract Work shall remain vested with the Employer and shall be
held confidential by the Contractor. Notwithstanding the above, the Contractor may furnish
to its sub-contractor(s) such documents, data and other information it receives from the
Employer to the extent required for the sub-contractor(s) to perform its work under the
Contract, in which event the Contractor shall obtain from such sub-contractor(s) an
undertaking of confidentiality similar to that imposed on the Contractor under this Clause.
33.3 Subject to stipulations of Clauses as per above, the Employer and the Contractor shall
keep confidential and shall not, without the written consent of the other party hereto,
divulge to any third party or take out of the country any documents, data or other
information furnished directly or indirectly by the other party in connection with the
Contract, whether such information has been furnished prior to, during or following
termination of the Contract.
33.4 The obligation of a party under this Clause, however, shall not apply to that information,
(a) which at the time of disclosure are in the public domain or which later on become part
of public domain through no fault of the party concerned, or
(b) which were in the possession of the party concerned prior to disclosure to him by the
other party, and which was not previously obtained, directly or indirectly, from the
other party hereto
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(c) which otherwise lawfully becomes available to that party from a third party that has
no obligation of confidentiality.
33.5 The provisions of this Clause shall not in any way modify any undertaking of confidentiality
given by either of the parties hereto prior to the date of the Contract in respect of the works
or any part thereof.
33.6 The provisions of this Clause shall survive termination, for whatever reason, of the
Contract.
34.0 NEGLIGENCE, DEFAULT & RISK PURCHASE
34.1 If the Contractor shall neglect to execute work with due diligence or expedition or shall refuse
or neglect to comply with any reasonable order given to him in writing by the Employer in
connection with the work or shall contravene the provisions of Contract, the Employer may
give notice in writing to the Contractor calling upon him to make good the failure, neglect or
contravention complained of within such time as may be deemed reasonable by the Employer
and in default of compliance with the said notice, the Employer without prejudice to his other
stipulated rights under the Contract hereto, may rescind or terminate the Contract holding the
Contractor fully liable for the damages that the Employer may sustain. In addition, the
Contractor shall refund all amounts paid to him by the Employer for all such work, which may
become infructuous due to such termination.
34.2 Should the Contractor fail to comply with such notice within the period as mentioned in the
notice or any other period considered reasonable by the Employer for such compliance, from
the date of serving thereof, then and in such case, without prejudice to the Employer's other
rights under the Contract, the Employer shall have at his option the right to take the affected
work wholly or in part out of the Contractor's scope and may complete the work, as envisaged
in the Contract either departmentally or by awarding fresh Contract(s) at a reasonable price to
any other persons or firm or company to execute the same, at the risk and cost of the
Contractor.
34.3 In such event the Employer shall, without being responsible to the Contractor for fair wear and
tear to the same, be entitled to seize and take possession and have free use of all materials,
construction equipment, tools, tackles and other things of the Contractor which may be on the
site for use at anytime in connection with the work to the exclusion of any right of the
Contractor over the same and the Employer shall be entitled to retain and apply any sum
which may otherwise be then due as per the Contract or any other Contract from him to the
Contractor as may be necessary for the payment of the cost of execution of such work as
aforesaid.
34.4 If the cost of executing the work as aforesaid shall exceed the sum due to the Contractor and
the Contractor fails to make good the deficit, the said materials, tools, tackles, construction
plant or other things and properties of the Contractor as may not have been used up in the
completion of the work, may be sold by the Employer and proceeds applied towards the
payment of such difference and the cost of and incidental to such sale. Any outstanding
balance existing after crediting the proceeds of such sale shall be paid by the Contractor on
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the demand of the Employer, but when all expenses, cost and charges incurred in the
completion of the work are paid by the Contractor, all such materials, tools, tackle,
construction plant or other things not used in the completion of the work and remaining unsold
shall be removed by the Contractor with the written permission of the Employer only.
35.0 INDEMNITY
35.1 The Contractor shall at all times indemnify and keep indemnified the Employer against all
claims which may be made against the Employer in respect of any infringement of any rights
protected by patent registration of design of trade mark. In this connection, the Employer
shall pass on all claims made against him to the Contractor for settlement.
35.2 Notwithstanding all reasonable and proper precautions being taken by the Contractor at all
times during the performance of the Contract work, the Contractor shall remain wholly
responsible for all damages, whether to the Contract work executed by him or to any other
Employer's property or to the lives, persons or property of others during the progress of the
Contract work and the period of maintenance there of and shall indemnify, defend and hold
harmless the Employer, Engineer or their employees against all claims, loss, demands,
proceedings, charges and expanses, liability for personal injury (including death), and/or
damage omission or default by the Contractor, his sub-contract agents, servants or
employees and arising out of or connected with the performance of this agreement.
35.3 The Contractor assumes responsibility for and shall indemnify and save harmless the
Employer or their Employees from all liability, claims, costs, expenses, royalties, taxes and
assessments including penalties, punitive damages, attorney's fees and court costs which
are or may be required with respect to any breach of the Contractor's obligations under the
Contract or for which the Contractor has assumed responsibilities under the Contract
including those imposed under any Contract local or national law or laws, or in respect to all
salaries, wages or other compensation or all persons deployed by the Contractor or his sub-
contractors or suppliers in connection with the performance of any work covered by the
Contract. The Contractor shall execute, deliver and shall cause his sub-contractor and
suppliers to execute and deliver, such other further instruments as required to comply with
all the requirements of such laws and regulation as may be necessary thereunder to
conform and effect the terms of the Contract and to protect the Employer, the Engineer, or
their employees during the tenure of the Contract.
35.4 Nothing contained in sub - clauses above shall be deemed to render the Contractor liable for
in respect of or to indemnify the Employer against any compensation or damages for or with
respect to:-
a) The permanent use or occupation of land by the works or any part thereof or surface
or other damage caused by the Contract works in the normal course.
b) The rights of the Employer to construct the works or any parts thereof over, under in
or through any land.
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c) Interference whether temporary or permanent with any right of light, air way, water
or other easement or quasi easement which is the unavoidable result of the
construction of the works in accordance with the Contract.
d) Injuries or damage to Persons or Property resulting from any act or neglect done or
committed during the currency of the Contract by the Employer, his agents, servants
or other contractors (not being employed by the Contractor) or in respect of any
claims, demands, proceedings, costs, charges and expenses in respect thereof or
in relation thereto. Provided further that for this clause the expression “the land"
shall be deemed to be limited to the area defined in the specification or shown on
the drawings in which land, crops, trees, structures will be disturbed or damaged as
an inevitable consequence of carrying out of the works.
35.5 The Contractor shall be responsible for proper fencing, lighting, guarding and watching of all
works at site until they are taken over and further proper provisions for like period of
temporary power, drainage, roadways footways, guards and fences as far as may be
rendered necessary by reason of works for accommodation and protection of the Employer's
and occupier's adjacent property, the public and others. No naked light shall be used by the
Contractor on the site otherwise than in the open air without the special permission in writing
from the Employer.
35.6 The Employer shall not be held responsible for any accident or damages incurred or claims
arising there from during the period of execution of Contract under the responsibility of the
Contractor in so far as the latter is responsible. However, the Contractor shall be liable for
such accidents as may be due to negligence on his part to carry out work in accordance with
Indian laws and regulations.
36.0 SUSPENSION
36.1 The Employer may suspend the work in whole or in part at any time by giving Contractor
notice in writing to such effect stating the nature, the date and the anticipated duration of such
suspension.
36.2 On receiving the notice of suspension under this clause, the Contractor shall stop all such
work, which the Employer has directed to be suspended with immediate effect. The
Contractor shall continue to perform other work in terms of the Contract, which the Employer
has not suspended.
36.3 The Employer may at anytime cancel the suspension notice for all or any part of suspended
work by giving written notice to the Contractor specifying the part of work to be resumed and
the effective date of suspension withdrawal. The Contractor shall resume the suspended work
as expeditiously as possible after receipt of such withdrawal of suspension notice.
36.4 Suspension of work under this Clause by the Employer will not be for more than ninety (90)
days continuously and the total number of suspension will not be more than seven (7) times
during contractual completion period. In the event of suspension of work for more than 15
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days by the Employer for no fault of the Contractor, completion time shall be extended by the
Employer.
36.5 In the event of suspension of any work or any part thereof by the Employer for a
continuous period of more than ninety (90) days, then at any time thereafter and provided
that at that time such performance is still under suspension, the Contractor may give a
notice to the Employer requiring that the Employer shall, within thirty (30) days of receipt of
the notice, order the resumption of such performance or request and subsequently order a
change in scope in accordance with the terms of the Contract excluding the performance
of the suspended obligations from the Contract.
If the Employer fails to do so within such period, the Contractor and the Employer shall
mutually discuss further course of action.
37.0 TERMINATION
37.1 The Employer, without prejudice to any other rights or remedies it may possess, may
terminate, at his discretion, the Contract forthwith in the following circumstances by giving
a notice of termination and its reasons therefore to the Contractor, referring to this clause :
(a) for any reason at his convenience by giving the Contractor a notice of termination;
(b) if the Contractor becomes bankrupt or insolvent, has a receiving order issued
against it, compounds with its creditors, or, if the Contractor is a corporation, a
resolution is passed or order is made for its winding up (other than a voluntary
liquidation for the purposes of amalgamation or reconstruction), a receiver is
appointed over any part of its undertaking or assets, or if the Contractor takes or
suffers any other analogous action in consequence of debt
(c) if the Contractor assigns or transfers the Contract or any right or interest therein in
violation of the provisions of the Contract.
(d) If the Contractor
(i) has abandoned or repudiated the Contract either in full or part,
(ii) persistently fails to execute the Contract in accordance with the Contract
or persistently neglects to carry out its obligations under the Contract
without just cause,
(iii) refuses or is unable to provide sufficient materials, services or labor to
execute and complete the work in the manner specified in the Contract
and / or agreed by the Contractor at rates of progress that give
reasonable assurance to the Employer that the Contractor can not attain
Completion of the work under his scope in terms of the Contract and/or
when the maximum of liquidated damages is reached its stipulated limit in
terms of the Contract.
then the Employer may, without prejudice to any other rights it may possess under
the Contract, give a notice to the Contractor stating the nature of the default and
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requiring the Contractor to remedy the same. If the Contractor fails to take
remedial steps within fourteen (14) days of its receipt of such notice, then the
Employer may terminate the Contract forthwith by giving a notice of termination to
the Contractor that refers to this Clause.
37.2 Upon receipt of the notice of termination under the Contract, the Contractor shall, either
immediately or upon such date as is specified in the notice of termination,
(a) cease all further work, except for such work as the Employer may specify in the
notice of termination for the sole purpose of protecting that part of the
plant/equipment/work already executed, or any work required to leave the site in a
clean and safe condition, and
(b) terminate all sub-contracts, except those to be assigned to the Employer pursuant
to paragraph (d) below, and
(c) deliver to the Employer the parts of the plant/equipment/work executed by the
Contractor up to the date of termination, and
(d) to the extent legally possible, assign to the Employer all right, title and benefit of
the Contractor to the work and to the plant and equipment as of the date of
termination, and, as may be required by the Employer, in any sub-contracts
concluded between the Contractor and its sub-contractors, and
(e) deliver to the Employer all drawings, specifications and other documents prepared
by the Contractor or its sub – contractors and / or furnished by the Employer to him
for execution of Contract works, including the lists of Contractor’s and his sub-
contractor’s equipment (brought to site by them for the works) available at site, as
of the date of termination, in terms of the Contract.
37.3 The Employer may enter upon the site, may ask the Contractor to leave site, and complete
the work itself or by employing any third party. The Employer may at its discretion, to the
exclusion of any right of the Contractor over the same, take over and use with the payment
of a fair rental rate to the Contractor as mutually agreed between the Contractor and the
Employer, with all the maintenance costs to the account of the Employer and with an
indemnification by the Employer for all liability including damage or injury to persons
arising out of the Employer’s use of such equipment, any Contractor’s Equipment owned
by the Contractor and on the site in connection with the works for such reasonable period
as the Employer considers expedient for the completion of works.
Upon completion of the Work or at such earlier date as the Employer thinks appropriate,
the Employer shall give notice to the Contractor that such Contractor’s Equipment will be
returned to the Contractor at or near the site and shall return such Contractor’s equipment
to the Contractor in accordance with such notice. The Contractor shall thereafter without
delay and at its cost and risk remove or arrange removal of the same from the site.
37.4 Subject to stipulations of the Contract, the Contractor shall be entitled to be paid the
Contract Price attributable to the work executed as on the date of termination, the value of
any unused or partially used materials under Contractor’s scope of supplies on the site,
and the costs, if any, incurred in protecting the Work and in leaving the site in a clean and
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safe condition. Any sums due to the Employer from the Contractor accruing prior to the
date of termination shall be deducted from the amount to be paid to the Contractor under
this Contract.
37.5 Upon termination of the Contract by the Employer under the Contract, the payments shall
be settled in accordance with following provisions:
(i) If the Employer completes the work pursuant to Contract hereof, the cost of
completing the work shall be determined by the Employer.
(ii) If the sum that the Contractor is entitled to be paid, under the Contract, plus the
reasonable costs incurred by the Employer in completing the Work exceeds the
Contract Price, the Contractor shall be liable for such excess.
(iii) If such excess is greater than the sums due to the Contractor, the Contractor shall
pay the balance to the Employer, and if such excess is less than the sums due to
the Contractor, the Employer shall pay the balance to the Contractor.
(iv) The Employer and the Contractor shall agree, in writing, on the computation
described above and the manner in which any sums shall be paid considering all
the payments already made to the Contractor including any advance payments
prior to date of termination subject to any deductions permitted under the
Contract.
(v) Upon termination of the Contract the security deposit, submitted by the Contractor
under the Contract, shall be released by the Employer only after settlement of all
payments in accordance with the provisions given herein above. Security deposit
shall be liable for forfeiture without prejudice to Employer’s other rights under the
Contract, in case the Contractor fails to settle the payments as stipulated herein
within a reasonable period as decided by the Employer.
37.6 In this Clause, the expression “plant/equipment/work executed” shall include all work
executed, installation services provided, and all materials acquired (or subject to a legally
binding obligation to purchase) by the Contractor and used or intended to be used in terms
of the Contract, up to and including the date of termination.
38.0 FORCE MAJEURE
38.1 “Force Majeure” shall mean any event beyond the control of the Employer or of the
Contractor, as the case may be, and which shall include, the followings:
(a) Acts of Government Indian or Foreign, like nationalization, quarantine, embargo
and/or import restriction. Acts by Government shall also include war, hostilities or
warlike operations declared by the state, invasion, act of foreign enemy,
(b) disturbances and disruption of normal life due to rebellion, revolution,
insurrection, mutiny, usurpation of civil or military government, riots, civil
commotion or civil war, and terrorist acts including sabotages, nuclear and
pressure waves or other physical disaster, epidemics etc
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(c) lawful strikes & lockout continuing for more than 3 weeks including lawful industrial
disputes leading to disruption of work. However such situation prevailing at the
premises of the sub-contractor(s) of the Contractor shall not be considered as Force
Majeure condition.
(d) Acts of God including natural phenomena or calamities.
38.2 If either party is prevented, hindered or delayed from or in performing any of its obligations
under the Contract by an event of Force Majeure, then it shall notify the other in writing of
the occurrence of such event and the circumstances thereof within fifteen (15) days after
the occurrence of such event.
38.3 The party who has given such notice shall be excused from the performance or punctual
performance of its obligation(s) affected by occurrences of such Force Majeure under the
Contract for so long as the relevant event of Force Majeure continues and to the extent
that Contractor’s such performance is prevented, hindered or delayed. However, the time
for completion shall be extended in accordance with stipulations of the Contract.
38.4 The decision of the Employer whether there is a Force Majeure condition or not and whether
extension of time shall be granted or not shall be decided after mutual discussion and
agreement between the Employer and the Contractor within 30 days of notice from either
side. However, the decision of the Employer shall be binding.
38.5 In the event of occurrences of any one or more Force Majeure event(s) as described herein
above subject to stipulations of the Contract, the contractual completion time as stipulated
under of the Contract and/or time of completion/implementation of the affected activity
(activities)/work(s)/obligation(s) of the Contractor as agreed, shall be extended by a period as
mutually agreed by the Employer and the Contractor.
38.6 No claim for increase in Contract price shall be accepted by the Employer in case any
extension of completion time or schedule is granted by the Employer as per stipulations of
this Clause. However any benefit of price fall shall be passed on to the Employer.
38.7 If either party is prevented, hindered or delayed from or in performing any of its obligations
under the Contract by an event of Force Majeure, continuously for a period of 90 days or
more, then notwithstanding that the Contractor has been granted extension of completion
time, the Employer and the Contractor shall mutually agree on further course of action.
39.0 ASSIGNMENT
39.1 The Contractor shall not assign his rights and obligations under the terms of this Contract
either in whole or part to any third party other than its legal successor without the written
consent of the Employer.
However, all necessary information and documents shall be furnished by the Contractor in
advance to the satisfaction of the Employer, in case the Contractor assigns his any and / or all
his rights and obligations as defined and declared in this Contract to its legal successors. In
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ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 116 of 126 Pkg:117 R2 (Part-A)
the event of failure of the Contractor to discharge its responsibility under this clause, the
Employer may at his discretion, without prejudice to his other rights under the Contract,
terminate the Contract as per stipulations of this Contract.
39.2 Should loan/financial agreement(s) require the Contractor to assign, by way of charge, any
money due or to become due to it, to a bank/credit agency for the benefit of receiving
payment by the Contractor under this Contract from such bank/credit agency, or if any partial
assignment is necessary to be made to any insurer in terms of Insurance Policy approved by
the Employer, the Employer shall not refuse consent in such cases.
40.0 ARBITRATION
40.1 All disputes or differences, whatsoever, arising between the parties out of or in relation to
the construction, meaning and operation or effect of this Contract or breach there of shall
be settled amicably. If however, the parties are not able to resolve them amicably, the
same shall be settled by arbitration in accordance with the provisions of Arbitration &
Conciliation Act 1996 and the award made in pursuance there of shall be binding on the
parties. The Arbitrator/Arbitrators will give reasoned award.
Work under the Contract shall be continued by the Contractor during the arbitration
proceedings unless otherwise directed in writing by the Employer or unless the matter is
such that the works cannot be continued until the decision of the arbitrators or of the
Umpire, as the case may be, is obtained and save as those which are otherwise expressly
provided in the Contract, no payment due or payable by the Employer shall be withheld on
arbitration proceeding unless it is the subject matter or one of the subject matter thereof.
The venue of Arbitration shall be Bhubaneswar.
40.2 Only the Courts at Bhubaneswar will have the jurisdiction over any matter/disputes etc.
pertaining to and arising out of the Contract.
41.0 RIGHTS OF EMPLOYER TO VARY THE SCOPE
41.1 The Employer shall have the right, during the performance of the Contract, to change the
scope and/or technical character of the Project and/or of the services and related supplies
as stipulated in the Contract.
41.2 In the event, the Employer requests a change as per the Contract, the Contract price and
time shall be adjusted upwards or downwards, as the case may be and as shall be
mutually agreed to. The Contractor shall not be entitled to any extension of time unless
such changes adversely affect the time schedule.
41.3 The Contractor shall not change any work to be made pursuant to this Contract except as
may become necessary to enable him to meet his technical obligations under this
Contract, provided however that such changes shall be subject to prior written approval of
the Employer.
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41.4 The Contractor shall proceed with the changes as requested as per above pending
adjustment of Contract price and time schedule where so applicable in terms of Contract.
41.5 In the event that a request for changes by the Employer should affect the guarantees of
the plant/process, a readjustment of such guarantees shall be agreed upon jointly, before
the Contractor proceeds with the change.
41.6 Changes occasioned due to non-observance by the Contractor of the provisions of this
Contract or arising out of detection by the Employer of errors in the documents or in works
not in compliance with the design, specifications & drawings or with the best engineering
practice, shall neither give rise to price adjustment nor extension of time. The Contractor
shall take immediate steps to restore the contractual position, if so desired by the
Employer.
Also, if any changes are required for completeness of the work as per the Contract, the
Contractor shall not be entitled to extra price or time.
42.0 WAIVER
Non-enforcement by either party of any of the provisions of this Contract shall not operate or
constitute as a waiver of the provision itself or any subsequent breach thereof.
43.0 AMENDMENT
43.1 Any amendment to the terms of this Contract (including Schedules & Annexures) shall be
made in writing by both parties hereto and shall specifically state that it is an amendment to
this Contract.
43.2 No amendment of the Contract shall have any effect until the Employer has received such
consent in writing (including that of the Contractor) as may be necessary under and in terms
of the loan/financial Agreements.
44.0 TERMINATION OF SERVICES OF CONTRACTOR'S PERSONNEL
In the event any of the Contractor or his sub-contractors, personnel, agents, sub-agents,
assistants, or other employees shall be guilty of any misconduct or be incompetent or
insufficiently qualified or negligent in the performance of their duties or it is undesirable for
any administrative reasons for such person to be deployed, the Contractor, if so directed,
shall immediately remove such person or persons from site. Any person or persons so
removed shall not again be utilised in connection with this Contract without the written
permission of the Employer. Any person so removed shall immediately be replaced by a
qualified and competent substitute at the Contractor's cost and expenses. Should the
Contractor be requested to repatriate any person he shall do so and shall bear all costs
and charges in connection therewith.
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45.0 SAFETY AND SECURITY
45.1 The Contractor /sub-contractor shall comply with all the provisions of safety of workmen
under Factories Act, 1948 Mines Act, 1952 as the case may be and Orissa Factory Rules,
1950 framed thereunder by the Government of Orissa. Insurance coverage of the
employees for accidental death, permanent partial, permanent total, temporary disablement,
occupational disease if any will be taken by the Contractor /sub-contractor. Necessary
compliance on this matter will be submitted to the Employer as the principal employer, at the
time of receiving the “permit of work”.
45.2 The Contractor /sub-contractor shall ensure that the complies, with the various statutory
provisions regarding the safety of the employees at the work site and shall ensure supply of
required number of safety appliances, work instructions, safety training, Qualified and
experienced safety leaders, Qualified and Experienced welfare leaders etc.
45.3 The Contractor shall adopt adequate safety measure and use of protective clothing by all the
workmen at site whether or not engaged in actual execution of work or supervision thereof
as per requirement. The Contractor shall ensure that the workmen on site use safety belts,
gloves, helmets, masks, etc. as are necessary for their safety.
45.4 The Contractor shall be responsible for safety arrangements of all equipment used in
connection with the execution of the work and shall ensure deployment of only trained
operators to man the equipment. Only tested equipment, tools, wires, ropes, etc. shall be
used and shall periodically be tested to the satisfaction of the Employer. All test certificate
shall be made available to the Employer at site as and when required by him.
45.5 The Contractor shall, in connection with the execution of the work, ensure provision and
maintenance at his own cost all lights, guards, fencing with gates and watching when and
where necessary or required by the client or by any duly constituted authority for the
protection of work and/or for the safety and convenience of the public or others.
45.6 The Contractor shall take adequate safety precautions for prevention of accidents at site.
The Contractor shall also ensure that their employees/ workmen observe the statutory safety
rules and regulations as also those laid down by the Employer from time to time.
45.7 Some of the immediate safety measures set for the Contractor /sub-contractor by Employer
are as under:
(a) Safer Work Platforms: Use strong and secured planks and boards of the fight sizes.
Paint those at the edges brightly to warn workers. Put up barricades to prevent them
for following. Make sure scaffolds are erected by trained scaffolders. Supervisions
must inspect scaffolds once every week.
(b) Falling objects and debris: No loose materials which can fall down on work
platforms. Overhead shelters to minimize damage from falling objects. Strong nets
to catch these objects or debris wherever necessary. Nets must envelop all sides of
the work area if so feasible and necessary.
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(c) Personal Safety equipment: Workers must wear approved safety helmets and
shoes. Safety belts are compulsory for those working in high altitude and places.
These must be attached to strong anchorage points.
(d) Operating Construction Machinery: Make sure those doing this have been trained
for their jobs. Keys must be kept by authorised persons. Remove keys when nobody
is using the machine or vehicle.
(e) Safer electrical installation : Use only approved types of electrical sockets and plugs,
proper insulators for all electrical wiring. Wiring must not be allowed to lie on the
floor or the ground and should be away from inflammable objects. Only qualified,
experienced and approved electricians/wireman/ Lineman should be engaged to do
the work.
45.8 The Contractor shall provide at his cost necessary watch and ward force as may be
approved by the Employer to ensure security and safety of all buildings, structures,
equipment and materials under their custody at the site of work.
45.9 The Contractor shall abide by all security regulations at site promulgated by the Employer
from time to time If required the Contractor shall provide identity badges to their personnel
and workmen which must be properly displayed by them at site.
45.10 In order to facilitate issue of exit gate permits by the Employer for materials and equipment
either during execution or the defect liability period, the Contractor shall submit to the
Employer list of construction/erection equipment etc. and/ or other materials that shall be
taken by them inside the site from time to time. Such movement of materials, equipment,
tools, tackles, etc. shall be subject to certification by the Employer.
45.11 All erection bolts shall be retained in position after completion of works. In case the erection
bolts are removed after completion of works, the holes shall be plug welded and no unfilled
holes shall be left in any part of the structure.
45.12 The Contractor and his personnel/ workmen shall be subjected to security check by
Employer's own security force if engaged by the Employer for the over-all protection of the
Project.
46.0 COMPLIANCE WITH STATUTORY LAWS/REGULATIONS
(i) The Contractor shall be responsible for compliance with all the statutory obligations
of Government of India/State Government of Orissa & local statutory bodies, and for
obtaining all statutory registration including clearances/permissions including but not
limited to IBR / Pollution Control Board / Explosives / Railways / Electricity clearances
as applicable in respect of execution of the Project.
(ii) Explosives shall not be used at the site by the Contractor.
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IRON AND STEEL PLANT
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(iii) The Contractor shall give all notices and pay all fees, royalties, required to be given
or paid under any Central or State statute, ordinance or other law or any regulation or
by-law of any local or other duly constituted authority including stamp duty fees, in
relation to the execution of the Contract Work.
(iv) The Contractor shall conform in all respects with the provisions of any statute,
ordinance or laws as aforesaid and the rules, regulations or by-laws of any local or
other duly constituted authority which may be applicable to the works or to any
temporary works and with such rules and regulations of public bodies as aforesaid.
(v) If any new statutory regulation or law or modification of the existing regulation or
law comes into force subsequent to the Effective Date of Contract, the
Contractor shall comply with the same. However, if it calls for any modification of
the works or any part thereof with financial implication, the same shall be
discussed between the Contractor and Employer and mutually agreed.
(vi) Unless expressly specified and/or limited otherwise elsewhere in the Contract, the
Contractor shall pay all tollage and other royalties, rent and other payments or
compensation, if any, for materials required for the work or in connection therewith.
(vii) All operations necessary for the execution of the works and for the construction of
any temporary works in compliance with the requirements of the Contract, shall be
carried out so as not to interfere unnecessarily or improperly with the public
convenience or the access to use and occupation of public or private roads and
footpaths or of properties whether in the possession of the Employer or any other
person.
(viii) The Contractor shall also be responsible and liable in the event of endangering or
causing any damage(s) to the public or private property including personnel thereof
whether in the possession of the Employer or any other person by any of his and/or
Partner Contractor(s)/his associates/ sub-contractor(s)/ sub-suppliers(s) act in any
manner during the currency of the Contract.
(ix) The Contractor shall keep the Employer indemnified against all penalties and
liabilities of any kind for breach and/or infringement of any statute, ordinance, law,
rule, regulation or by-law, by him and keep the Employer indemnified from any claim,
demands, proceedings, damages, costs, charges and expenses, whatsoever arising
out of or in relation to any matter as stipulated herein this Clause.
47.0 APPLICABLE LAW
This Contract will be governed by Indian Laws.
48.0 LANGUAGE
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ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 121 of 126 Pkg:117 R2 (Part-A)
48.1 The “Contract” as well as all correspondence and documents relating to the Contract
exchanged by the Contractor and the Employer, shall be written in the “English” language.
48.2 All documents, instructions, catalogues, brochures pamphlets, design data, norms and
calculations, drawings, operation, maintenance and safety manuals, reports, labels, on
deliveries and any other data shall be in the specified Language. However, all signboards
required to indicate “Danger” and / or for Security / Safety at site and otherwise statutorily
required shall be in “English”, “Oriya” & “Hindi” languages.
48.3 Supporting documents and printed literature that are part of the Contract or submitted by
the Contractor in terms of the Contract, may be in another language provided they are
accompanied by an accurate translation of the relevant passages in the language
specified, in which case, for purposes of interpretation of the Contract, this translation shall
govern. The Contractor shall bear all costs of translation to the governing language and all
risks of the accuracy of such translation, for documents provided by the Contractor.
49.0 NOTICES
49.1 All notices under this Contract shall be given in writing and shall be deemed sufficiently given
when delivered either in person or by fax or by registered mail addressed to the other party at
its address set forth in the Contract agreement with a copy to the nominated representative at
site.
49.2 If any such notice is delivered by hand, it shall be duly acknowledged and if given by fax it
shall be confirmed by Registered Letter within seven days of the date of such notice. Either
party shall by notice in writing inform the other party of any change of its address as stated
under herein below for receiving such notices.
49.3 Date of notices under this Clause shall be the date of receipt of such notice by the receiving
party. The address of Employer and the Contractor are as specified in SCC.
50.0 SEVERABILITY
The validity of the Contract shall not be affected, should one or more of its stipulations be or
become legally invalid and such stipulation is severable from and not fundamental to the
obligations of either party to this Contract. In such a case, the parties shall negotiate in good
faith to replace the invalid clause by an agreed stipulation which is in accordance with the
applicable law and which shall be as close as possible to the parties’ original intent.
51.0 GENERAL
No director or official or employee of the Employer shall in any way be personally bound or
liable for the acts or obligations of the Employer under the Contract or answerable for any
default or omission in the observance or performance of any of the acts, matters or things or
conditions which are herein contained.
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 122 of 126 Pkg:117 R2 (Part-A)
52.0 GENERAL LIABILITY
The rights and obligations of the parties are finally and conclusively defined in this Contract.
Claims for indirect, remote or consequential damages such as loss of production, loss of
profit, loss of use are excluded.
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SCHEDULE – 2 : SPECIAL CONDITIONS OF CONTRACT
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IRON AND STEEL PLANT
DUBURI, ORISSA
ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 124 of 126 Pkg:117 R2 (Part-A)
SPECIAL CONDITIONS OF CONTRACT (SCC)
(The stipulations of Special Conditions of Contract as given herein below, shall be complementary to the
provisions/stipulations of General Conditions of Contract (GCC), unless any stipulation of GCC is amended,
modified, deleted or replaced by a stipulation of SCC.)
Sl. No. Reference of
GCC Clause
As per SCC
1.0 1.25 Words “Bill of Quantities (BOQ)” & “Schedule of Quantities” are
the one and same in its meaning and intent.
Similarly words “Preamble to BOQ” & “Preamble to Schedule of
Quantities” are one and the same in its meaning and intent.
2.0 2.7.1 The Purchaser shall issue free Cement (Only Portland grey
cement / BF slag cement) and Reinforced steel (Only tor steel
and mild steel plain reinforcement bars) as per stipulations of
the Contract Specification (Schedule – 4 of the Contract).
All other cement and other materials shall be arranged by the
Contractor at his own cost.
Other terms and conditions shall be read in conjunction with the
Contract Specification (Schedule – 4 of the Contract). In case of
conflict, the Purchaser/Consultant’s decision shall be final and
binding.
3.0 2.7.2 This shall be read in conjunction with the Contract Specification
(Schedule – 4 of the Contract). However in case of conflict, the
stipulations of GCC shall prevail over the stipulations of
Contract Specification.
4.0 4.1 Completion period under the Contract shall be 12 months from
the date of Letter of Award
5.0 5.3 Add following para as second para to the Clause:
“However the Contractor shall submit to the Purchaser all
cenvatable documents for service tax and educational cess paid
by him (Contractor) to the statutory authorities, if any, to enable
the Purchaser to avail cenvat credits as applicable and available
to him (Purchaser) under the rules of Govt. Of India, failing
which the Purchaser shall be entitled to deduct the amount
equivalent to applicable service tax and educational cess, from
any payment and/or amount due to the Contractor under the
Contract.”
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IRON AND STEEL PLANT
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ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 125 of 126 Pkg:117 R2 (Part-A)
Sl. No. Reference of
GCC Clause
As per SCC
6.0 5.11 Base date for considering statutory variation in taxes and Duties
in terms of the contract shall be--------------------
[The last date of submission of final Price shall be inserted
here.]
7.0 6.1 Payment Terms for Civil Works shall be as follows:-
(i) 5% of the Contract price shall be released as
advance against submission of Bank Guarantee
for equal amount after mobilisation of manpower,
equipment, tools and tackles etc. site in terms of
the Contract, duly certified by the
Purchaser/Consultant and submission of another
Bank Guarantee for 10 % of the Total Contract
Price towards Security Deposit as per Contract.
Both the BGs (towards Security Deposit and
Advance) shall remain valid till 60 (sixty) days
after completion of the entire civil work.
(ii) 85% of the Contract price shall be paid on monthly
pro-rata basis subject to satisfactory progress of
work and on certification of work by the
Purchaser/Consultant and subject to followings:
(a) Progress payment bill shall be submitted by
the Contractor once in a month covering the
work executed between first of the day and
the last day of the month and the same shall
be submitted within 7th day of the following
month.
(b) All monthly progress bills shall be submitted
in approved proforma and duly approved by
the Purchaser and supported by detailed
measurement sheet of item of works and
consumption statement of items issued by
the Purchaser as “free issue items” under
the Contract.
(c) The Contractor shall also submit along with
their monthly invoice, documentary
evidence to the effect that the Contractor
has deposited ESI & EPF for his workers.
(d) The release of payment against Contractor’s
progress payment bills shall be effected
within a reasonable period which shall not
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ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS Page 126 of 126 Pkg:117 R2 (Part-A)
Sl. No. Reference of
GCC Clause
As per SCC
exceed one (1) month from the date of
submission of correct, clear & complete bills
and documents.
(iii) 10% of the Contract price shall be paid on issue of
completion certificate by the Purchaser under the
Contract and against submission of pre-receipted
invoice and a bank guarantee for an amount equal
to 10 % of the Total Contract price towards
performance in terms of the Contract.
Note: All payments shall be released as per above, subject
to stipulations of GCC.
8.0 8.0 Tender Specification for Civil Works included under Schedule –
4 of the Contract shall also form part of the Contract for all
purposes.
However, in case of conflict between GCC (Schedule – 1) and
Contract Specification (Schedule – 4), the
Purchaser/Consultant’s decision shall be final and binding.
9.0 10.0 GCC remains unchanged.
10.0 15.8 Not applicable for this Contract.
11.0 16.6/16.11 No special conditions are attached with these Clauses.
12.0 18..0 This shall be read in conjunction with Contract Specification
(Schedule – 4 of the Contract).
13.0 24.0 This shall be read in conjunction with Contract Specification
(Schedule – 4 of the Contract).
14.0 49.3 The Address of Purchaser’s & Contractor’s for the purpose of
Notices shall be as specified in Article – 10 of Contract
Agreement.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
KALINGA NAGAR INDUSTRIAL COMPLEX
DUBURI, ORISSA - 755026
TECHNICAL SPECIFICATION
FOR
CIVIL WORKS OF AUXILIARY UNITS OF
BOF, GCP AND CCP COMPLEX
NINL PHASE-II
[(PACKAGE NO. 117R2 (Part-A )]
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Part – A : Lime & Dolomite Plant, Oxygen Plant,
Compressed Air Station & Ferro-alloy storage,
etc.& Site Leveling
Item No. Description
Unit Quantity Rate
(Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SC-1 Clearing bushes including uprooting of rank vegetation, green bushwood, trees and
saplings of girth upto 30 cm (measured at a height of 1 Metre above G.L.), stacking the
serviceable materials within 1 Km lead and removal of all the rubbish/unservice-able
materials upto 5 Km lead as directed, complete as per specification. (Payment will be
made for actual site clearance area only).
sqmt
500
SC-2 Felling of trees of girth (measured at a height of 1m above ground level) including
cutting of trunks and branches, removing the roots and stacking of serviceable material
upto a lead of 15M and disposal of unserviceable material to an area identified by the
owner within a lead of 1.5 KM all complete as per technical specification and
directions of the Engineer with all men, materials and tools & plant.
a) Girth beyond 30cm and upto and including 60cm girth.
Each 2
b) Beyond 60cm girth upto and including 120 cm girth.
Each 2
SECTION – SC : SUB – TOTAL
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
EW1 Earthwork in excavation of foundations for buildings, equipments, structures,
chan-nels, tunnels, trenches, drains, pits, wells, man-holes, chambers, pavements,
basements, tanks, culverts etc. in all kinds of soil (including all types of laterite,soft/
weathred/decomposed rock but excluding hard rock requir-ing chiselling or blasting)
upto 1.5 M depth and includ-ing all lifts, in both wet and dry conditions, dewater-ing of
surface and subsurface water, shoring, planking and strutting (if required) including
backfilling with approved earth and compacting in layers of 15 cm within 100 M lead
as directed with watering, ramming and com-pacting thoroughly each layer around
foundations, struc-tures, plinth including floor etc., disposal/stacking of surplus
excavated soil etc. within a lead of 100 M and as per specifications & direc-tion of the
engineer. (The measurement for payment shall be for the theoretical excavation volume
only as per drawing i.e. for the volume of the block of the excavation having the depth
and maximum bottom dimensions of the foundation/structures as per drawing after
deducting corresponding quantity of hard rock if any paid separately under respective
items. The contractor shall take into account in his rate the provision for any excess
excavation for necessary working space, steps, sloping etc required for excavation
safety and other allied works and refilling the side slopes/working space etc.).
Cu.m
18000
EW2 Same as per Item EW-1 above, but for depth greater than 1.5 M upto 3.00 M (Payment
upto 1.5 M depth shall be made under Item EW-1).
Cu.m
16000
EW3 Same as per Item EW-1 above, but for depth greater than 3.00 M upto 5.00 M
(Payment upto 3.00 M depth shall be made under Items EW-1 & EW-2)
Cu.m
12000
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
EW4 Same as per Item EW-1 above, but for depth greater than 5.00 M upto 10.00 M
(Payment upto 5.00 M depth shall be made under Items EW-1 to EW-3).
Cu.m
3000
EW5 Same as per Item EW-1 above, but for depth greater than 10 M upto 15 M (Payment
upto 10 M depth shall be made under Item EW-1 to EW-4)
Cu.m
100
EW6 Same as per Item EW-1 above, but for depth greater than 15 M upto 20 M (Payment
upto 15 M depth shall be made under Item EW-1 to EW-5).
Cu.m
20
EW7 Earth work in excavation for foundations of buildings, channels, trenches, drains,
manholes, chambers, pavements, tanks, culverts etc. in hard rock requiring,
blasting/chiselling (where blasting is prohibited) wedging upto 1.5m depth and
including all lifts, in both wet and dry condition, dewatering of surface and sub-surface
water, stacking of serviceable stones and disposal of earth and unserviceable stone etc.
within a lead of 100 m as per specification of the Engineer. (The measurement for
payment shall be for the theoretical volume only as per drawing i.e for the volume of
the block of excavation having depth and maximum bottom dimensions of the
foundation/structure as per drawing. Where hard rock is mixed with earth/soft rock is
encountered in the excavated area stack measurement of hard rock less 40% towards
voids shall be considered for payment against hard rock. Balance excavation to be paid
against corresponding items EW-1 to EW-6. The contractor shall take into account in
his rate the provision for any excess excavation for necessary working space, sloping
etc. required for excavation, safety and other allied works and refilling the side slopes/
working space.) as per specification.
Cu.m
30
EW8 Same as per Item EW-7 above, but for depth greater than 1.5 M upto 3.00 M (Payment
upto 1.5 M depth shall be made under Item EW-7)
Cu.m
20
EW9 Same as per Item EW-7 but for depth greater than 3m upto 5m (Payment upto 3m
depth shall be made under items EW-7 and EW-8)
Cu.m
20
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
EW10 Same as per Item EW-7 above, but for depth greater than 5m and upto 10m (Payment
upto 5m depth shall be made under Item EW-7, EW-8 and EW-9).
Cu.m
20
EW11 Same as Item EW-7 above but for depth greater than 10m and upto 15m (Payment upto
10m depth shall be made under Item EW-7, EW-8, EW-9 & EW-10).
Cu.m
NIL
EW12 Same as Item EW-7 above but for depth greater than 15m and upto 20m (Payment upto
15m depth shall be made under Item EW-7, EW-8, EW-9,EW-10 & EW-11).
Cu.m
NIL
EW13 Earthwork in excavation in cutting and filling for site levelling and grading in all kinds
of soil including, moorum, all types of laterite rock, soft / weathered / decomposed
rock, lose/studded boulders requiring dislodging by mechanical means (excluding hard
rock requiring blasting/ chiseling paid separately under respective items of EW-7 to
EW12) and in debris at all depths, in both dry and wet conditions, including dewatering
of surface or sub-surface water, transportation and filling the approved excavated earth
in layers not exceeding 30 cms including breaking clods and consolidating (to achieve
minimum dry density of 1.75gm/cc wherever required) the same, stacking,
transportation and disposal of surplus or unserviceable excavated soil, and debris etc
up to a lead of 4 km (Both for filling and disposal) at location as indicated by the
Engineer including levelling, dressing or stacking the same as directed with all bye-
works complete as per specification. (Payment shall be made for cutting portion only
after deducting corresponding quantity of hard rock boulders and hard rock.
Cu.m
20000
EW14 Filling in all positions in layers of 15 cm including watering ramming and compacting
thoroughly each layer at all heights and depths in foundation pits trenches sewer lines
tunnels around foundations and structures under floors and any other location with
approved borrowed earth including excavation at all depths and height transporting
loading, unloading depositing dressing levelling watering and compacting etc,
complete with all bye-works as per drawing specification and as directed by the
Engineer,
(a) Earth from borrow pits up to a lead of 2 km Cu.m 500
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
EW15 Transportation carriage and disposal of surplus excavated earth, rock, debris, rubbish
and unserviceable waste etc. beyond initial lead including loading, unloading, stacking,
levelling, dressing etc. with all bye-works complete as per specification and instruction
of the Engineer.
(a) Upto a lead of ½ km Cu.m 1500
(b) Upto a lead of 1 km Cu.m 2000
(c) Upto a lead of 2 km Cu.m 2500
(d) 2 to 3 Km lead Cu.m 4000
(e) 3 to 4 km lead Cu.m 5000
EW16 Supplying and filling approved quality sand in authorized locations in foundations,
under floors, trenches and other places, at all lead, depth, lift and locations including
shuttering (if required), watering and ramming or flooding with water with all bye-
works complete as per drawing, specification and instruction of the Engineer.
Cu.m
500
EW17 Earthwork in embankment for roads, railways, bunds, reservoir etc. at all heights and
depths to correct slopes and grades including special compaction in layers of 15 cm
thickness to achieve a dry density of 95% modified proctor density, subject to
achieving a minimum dry density of 1.75 gm/cc, dressing to profile, trimming etc.
complete as directed with approved fill material by digging from borrow pits or
excavating/ reclaiming from spoil heaps or surplus earth from excavations under items
of excavations above upto a lead of 2 km including transporting, loading, unloading
and depositing etc. with all bye-works complete as per drawing, specifications and
instruction of the Engineer (Measurement for payment shall be as per finished profile
of embankment after compaction.)
(a) Earth from borrow pits Cu.m 1000
(b) Surplus stacked earth/spoil heaps
Cu.m 500
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
EW18 Transportation, carriage and disposal of loose/studded hard rock boulders (excluding
laterite boulders, soft / weathered / decomposed rock boulders) from the site
leveling/grading area upto a lead of 4 kms including loading, unloading, stacking,
leveling, dressing etc. with all bye-works complete as per drawing, specification and
instruction of the engineer (Payment shall be made for stack measurement of hard
boulders less 50% towards voids).
Note :
The work includes breaking the boulders of size above 600mm in length (shortest side
dimension), if required, by suitable mechanical means / compressed air chiseling /
blasting (wherever allowed) to smaller size boulders for easy handling, transportation
and stacking purpose.
Cu.m
3000
SECTION – EW : SUB – TOTAL
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
AT-1 Providing and injecting with approved quality chemical emulsion for pre-
constructional anti-termite treatment and creating a chemical barrier using chemical as
specified in IS:6313-1981 part I to III under and around the column pits, foundation,
well trenches, plinth filling, junctions of wall and floor, expansion joints, surrounding
of pipes, conduits etc. along the perimeter of the building and all wood work in ground
floor including all bye-works complete as per specification and direction of Engineer
(Only ground floor plinth area of the building will be measured. However, areas
requiring treatment and not measured in plinth area shall be measured for the areas
actually treated for payment purposes).
(Work to be executed by M/s Pest Control (India) or any other approved agency and
specified guarantee for 10 (ten) years shall be given).
Sq.m 100
SECTION – AT : SUB : TOTAL :
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-1 Supplying and laying plain cement concrete of Grade M-5.0 with stone aggregate of 40
mm and down size (including formwork if required), in all leveling courses, in
foundations, footings, pipelines, pits, sumps, manholes, basements, tunnels, drains,
culverts, chambers, channels, retaining walls, including mass concrete etc at all heights
& depths with all bye-works complete as per drawing, specification and instruction of
the Engineer.
Cu.m
1800
CC-2 Same as Item No.CC-1, but with concrete of grade M-10 with stone aggregate 20 mm
and down size.
Cu.m
300
CC-3 Same as Item No.CC-1, but with concrete of grade M-15 with stone aggregate 20mm
and down size.
Cu.m
100
CC-4 Supplying and laying of reinforced cement concrete of grade M-25 with stone
aggregate 12 mm and down (including framework but excluding reinforcement) at all
levels and of all shapes in chajjas, sills, fins, facia, bands, railings, kerbs,. Balustrades,
parapets, louvers, spouts, shelves, worktable, mantle piece, copings, cornices,
mouldings, string oversailing courses, posts, struts and similar members with all bye-
works complete as per drawing, specification and instruction of the Engineer.
Cu.m
20
CC-5 Supplying and laying of reinforced cement concrete of grade M-25 with stone
aggregate 20 mm and down (excluding formwork and reinforcement) in all types of
foundations, footings, retaining walls, equipment foundations, tunnels, slabs, beams,
rafts, walls, steps, cantilevers, columns, ducts, tanks, bunkers, hoppers, pipes (cast in
situ), staircases, drains, pits and any other similar structure at all depths and heights
will all bye-works complete as per drawings, specifications and instruction of the
Engineer.
Cu.m
18000
CC-6 Same as item CC-5 but with concrete of grade
(a) M – 30
Cu.m 50
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-7 Supplying and laying reinforced cement concrete grade M- 25 with stone aggregate of
20 mm and down grade (Excluding formwork and reinforcement) at all heights above
plinth level for super structures of chimneys, silos and elevated tanks of all shapes with
all bye-works complete as per drawings, specification & instruction of the Engineer.
Cu.m
50
CC-8 Supplying and laying heat resistant cement concrete / Heat resistant reinforcement
cement concrete of following grade with Portland slag cement conforming to IS “455 –
1989, basalt coarse aggregate 20mm down graded and basalt sand, to resists
temperature as specified (excluding formwork and reinforcement) at all heights and
depths in foundations and super structures with all bye-works complete as per
drawings, specification and instruction of the Engineer.
a) Temp upto 350 C
i) M-30 Grade Cu.m 80
CC-9 Same as Item No.CC-8 but for heat resistant cement concrete grout of grade M-35 with
Portland slag cement conforming to IS:455-1989, basalt coarse aggregate 6 mm down
graded and basalt sand to resist temperature upto 700 degree centigrade as per
specification.
Cu.m
2
CC-10 Providing and mixing admixture of approved brand, like plasticisers, retarding agents,
accelerating agents etc. to be mixed with cement concrete if directed by the Engineer or
shown in the drawing and strictly as per manufacturer’s specification.
Kg
500
CC-11 Supplying and mixing in concrete or mortar, approved water proofing compound if
directed by the Engineer or shown in the drawing and strictly as per manufacturer’s
specification.
Kg
2000
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-12 Supplying and grouting foundation pockets under base plates etc. with ready mixed
nonshrink grout (Shrinkomp 30 or equivalent), of approved manufacturer at all
locations including shuttering (wherever necessary) with all bye-works complete as per
drawings, manufacturer’s specification and as directed by the Engineer.
Cu.m
7
CC-13 Providing grouting to the foundation, structures, equipments, under base plates, anchor
holes and at any other locations as directed including formwork (wherever required) at
all depths and heights finishing the exposed surfaces with all bye-works complete as
per drawing, specification and direction of the Engineer.
a) With cement concrete grade M-30 using 6mm down graded stone aggregate. Cu.m 16
b) With cement concrete grade M-35 using 6mm down graded stone aggregate. Cu.m 6
CC-14 Construction of anchor holes or anchor pockets of following sizes at all positions
including necessary shuttering and its removal, cleaning and keeping the holes/ pockets
covered till erection of anchor bolts with all bye-works complete as per drawings,
specification and instruction of the Engineer.
(a) Cross section upto 250 Sq.cm. RM 350
(b) Cross section more than 250 Sq.cm. but not exceeding 800 Sq.cm.
RM 350
CC-15 Drilling pockets in PCC/RCC of following sizes at all positions, heights and depths
including cleaning the holes and keeping it covered till grouting, with all bye-works
complete as per drawing, specification and instruction of the Engineer.
(a) Pocket diameter upto 50mm RM 20
(b)Pocket diameter above 50mm and upto 125 mm
RM 10
CC-16 Providing grouting to anchor bolts for equipments and other types of foundations with
special epoxy based grouting cement compound (Sikadur 42 or equivalent) of superior
quality as approved by the Engineer and as per manufacturer’s specifications.
Cu.m
0.45
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-17 Supplying and grouting of foundations, anchor holes, pockets, under baseplates and at
any other locations with cement concrete of grade M-25 using stone metal of size 6
mm and down graded with monolithic compound (“Ferro Grout” or approved
equivalent) @ 2% by weight of cement, at all locations including finishing the exposed
surfaces, curing etc. complete as per drawing and specifications.
Cu.m
4
CC-18 Supplying and laying plain cement concrete/ reinforced cement concrete floor of
following grade with stone aggregate 20mm down graded laid directly over sand or
earth/ sub-base (including shuttering wherever required but excluding reinforcement),
laid in panels, if required, with all bye-works complete as per drawings, specifications
and instruction of the Engineer.
(a) Concrete Grade M-20 Cu.m 1900
(b) Concrete Grade M-25
Cu.m 50
CC-19 Providing and fixing all types and shapes of shuttering, centering, strutting and
propping firmly with screws, bolts, separators, tension devices, true to line and level
including stripping off the same from positions for RCC works at all depths and heights
with all bye-works complete as per drawing, specification and instruction of the
Engineer.
(a) In all types & shapes of foundations, footings, retaining walls, equipment,
foundations, rafts, walls basements, tunnels, floors, columns, buttresses, ducts, lintels,
trenched, tanks, cantilevers, beams, brackets, slabs, staircases, drains, manholes,
coffered/ Grid slabs and any other similar type of works both underground and in
superstructure.
Sq.m
37000
(b) In chimney shafts, silos, elevated tanks, above plinth level.
Sq.m 500
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-20 Fabricating and fixing in position steel reinforcement at all levels and positions
including transportation from purchaser store straightening, cutting, bending cranking,
binding, welding etc. as per drawings and specifications, including cost of binding wire
labour etc. all complete for reinforcement concrete and reinforced brick work and any
other place as specified (Payment will be made on the basis of standard weight per
meter length of the bar)
(a) High yield strength deformed steel bars
Tonne 2000
CC-21 Encasing rolled steel section on superstructures in beams columns, porter frames etc
with cement concrete using 20 mm down graded stone aggregate including plastering
6mm thick with mortar 1:3 mix (1 cement: 3 sand) on exposed surface to give a smooth
and even surface including curing machine vibrating( including formwork but
excluding reinforcement) with all bye-works complete as per drawings specification of
the Engineer.
(a) M - 15 grade Cu.m 45
CC-22 Supplying, fabricating and fixing mild steel inserts like plates, angle iron, rods, flats,
channels, pipe, pipes, pipe specials etc., in concrete and masonry at all levels and
positions including painting the exposed surface with 2 coat of approved quality paints
over and including a coat of primer welding wherever necessary, complete as per
drawing and specification and as per instruction of the Engineer ( jigs and fixtures will
not be paid separately) and protecting the same till final erection.
Tonne
40
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-23 Providing and laying plain cement concrete grade M – 15 using 20 mm down stone
aggregate in aprons, pavements etc including finishing the top with additional cement
mortar (1:4) average 15 mm thick and neat cement finishing (Plain or chequered) and
preparation of the base to the required slope (shuttering inclusive if required) as per
drawing and specification and as instructed by the Engineer. Depth to be measured
shall be inclusive of top finish)
Cu.m
70
CC-24 Manufacturing, supplying and erecting precast RCC Members/Structures of different
types including insitu concreting/grouting/fixing in position by welding or other means
to lines and levels and accuracies complete as shown on the drawings and as directed
by the Engineer at all depths and heights with concrete grade M-25 using stone
aggregate of 20 mm and down graded including smooth finishing requiring no further
rendering and cost of shuttering but excluding cost of inserts and reinforcements
a) Weight of individual element up to 0.20 tone Cu.m 30
b) Weight of individual element exceeding 0.20 tone but up to 1.0 tone Cu.m 25
c) Weight of individual element exceeding 1.0 tone but up to 3.0 tone Cu.m 15
CC-25 Supplying fabrication & fixing in concrete or in masonary as per drawings and
specifications anchor bolts with nuts and washers in all positions including bye-works and
adjustment in shuttering at all depths and heights including greasing to the exposed area of
the bolts,. Welding wherever necessary protecting the same till final erection all complete
as per the direction of Engineer (including material cost and fixing cost of jigs and
fixtures.)
Tonne
50
CC-26 Providing and fixing 75 mm thick precast reinforcement cement concrete JALI of grade M-
25 using 6 mm and down stone chips, with reinforcements roughening, cleaning and
finishing the surface in cement mortar 1:3 neatly necessary formwork complete at all
heights and levels as per drawing and direction of the Engineer (Reinforcement shall be
measured and paid separately)
Sq.m
10
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
CC-27 Providing water proofing system to reinforced concrete structures at all locations depths
and heights consisting of 2 coats of approved acrylic polymer modified cementitious
material over rendered blinding surface below base raft and over rendered external wall and
roof surfaces in contact with soil, placing of 15mm dia MS nozzles of suit able length all
over the inside surfaces of raft/wall/roof slab and all construction joints at regular intervals
not exceeding 1.5m centre to centre, mixing approved super plasticiser cum cement water
proofer during concreting and finally pressure injecting non-shrink polymeric weather-
proof grouting compound admixed with cement milk through the nozzles and sealing the
nozzles with approved sealant after grouting all complete with all bye-works as required so
as to make the structure water tight (Manufacturer’s specification shall be followed
depending on approved materials used and measurements shall be made on inside surface
dimensions only and no separate payment will be made for rendering (Plasticizer shall be
paid separately).
a) For base raft (i) Supplying & applying approved acrylic polymer modified cementitious material. Sq.m 550 (ii) All the balance works of the item. Sq.m 550 b) For walls and slabs other than base raft (i) Supplying & applying approved acrylic polymer modified cementitious material. Sq.m 600 (ii) All the balance works of the item Sq.m 600
SECTION – CC : Sub – Total
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MN-1 Providing brickwork in cement mortar of following proportions in all type of
foundation abutments ducts-drains manholes plinth etc, and at any location of circular
curved or any shape including mouldings and cut works at all leads and depths, curing
scaffolding and complete with all byeworks a per drawing specification and
instructions of the Engineer with bricks of approved quality and class designation 5.
Cu.m
350
(a) With 1.6 cement mortar (1cement : 6 sand)
MN-2 Providing brickwork in cement mortar of following proportions in superstructure in all
types of walls pillars bands projections parapets ornamental cornices and reinforced
brickwork (excluding the cost of the reinforcement which shall be paid separately
under reinforcement items) and at any other locations of circular curved or any shape
including moulding and cutwork at all leads and heights curing scaffolding complete
with all byeworks as per drawing specification and instructions of the Engineer with
bricks of approved quality and of class designation 5.
(a) With 1:6 cement mortar (1 cement : 6 sand)
Cu.m 800
MN-3 Providing brickwork of half-brick thickness in cement mortar of following proportions
in all type of foundation, walls, pillars, abutments, ducts, manholes, drains (vertical and
inclined sides), projections, railing, parapet, fins, bands, copings over-sailing course,
facias, ornamental cornices string course etc and art any other location of circular,
curved of any shape at all leads depths and heights including mouldings cut works and
reinforced brickwork (excluding the cost of the reinforcement which shall be paid
separately under reinforcement item), curing scaffolding complete with all bye-works
as per drawing specification and instructions of the Engineer with bricks of approved
quality and class designation 5.
(a) With 1:4 cement mortar (1 cement : 4 sand ) Sq.m 400
(b) Same as above but with brick on edge and cement mortar 1:3 (1 cement : 3 sand) Sq.m 30
SECTION – MN : SUB – TOTAL :
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
FN-1 15 mm thick cement plaster in one layer on faces of walls, pillars, projection, bands,
cornices, fines, sills etc including raking out joints, if any left out necessary dabbing
curing scaffolding complete at all heights and depths as per specification and drawings:
(a) With 1:6 thick cement mortar (1 cement : 6 sand)
Sq.m 3800
FN-2 12mm thick cement plaster in one layer on faces of walls, pillars, projection, bands,
cornices, fins, sills etc. including raking out joints if any left out necessary dabbing,
curing, scaffolding complete at all heights and depths as per specification and
drawings:
(a) With 1:6 cement mortar (1 cement: 6 sand)
Sq.m 50
FN-3 20 mm thick cement plaster all details same as per item No. FN – 1 above, but in two
layers in place of one
(a) With 1:6 cement mortar ( 1 cement : 6 sand)
Sq.m 3200
FN-4 6 mm thick cement plaster to ceiling of slab, chajja, bands, sills, beams, columns,
channels, loft slabs, staircases, fins, parapets and any other location with drip courses
wherever required with all bye-works, dabbing, curing, scaffolding complete at all
heights and depths as per drawing and specifications
(a) With 1:4 cements mortar ( 1 cement : 4 sand)
Sq.m 2200
FN-5 Plaster of Paris punning 1.5 mm thick over plastered surface with approved quality at
all heights and locations including preparations of base, curing, scaffolding with all
bye-works as per specification and instruction of the Engineer.
Sq.m
600
FN-6 White washing three coats with approved quality lime at all heights and location with
all bye-works complete as per specifications and instructions of the Engineer
Sq.m
4000
FN-7 Providing and applying water proof cement paints “ snowcem plus” of approved shade,
three coats over surface at all heights and a locations with all bye-works complete as
per manufacturer’s specification and direction of the Engineer.
Sq.m
3200
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
FN-8 Providing and applying two coats of painting of wood work or steel at all locations with
synthetic enamel paints of approved quality and shade over and including a priming coat
with all bye-works complete as per specifications and direction of the Engineer
Sq.m
100
FN-9 Providing and applying two coats of synthetic washable distemper of approved quality and
shade at all locations over and including a coat or approved cement primer over wall
surface ceiling etc including preparation of base complete with all bye-works as per
standard practice specification and direction of the Engineer
Sq.m
1200
FN-10 providing and applying two coats of Acrylic plastic emulsion paint of approved quality and
shade at all locations over and including a priming coat with approved quality cement
primer over wall surface ceiling etc including preparation of surface complete with all bye-
works as per standard practice specification and direction of the Engineer.
Sq.m
70
FN-11 Neat cement finish to concrete or plastered surface at 2.0 kg of cements per Sq m surface
with all bye-works as per specification with all lead and lift complete.
Sq.m
500
FN-12 Providing and painting one coat with 80/100 grade hot bitumen @ 1.5 kg/m 2 over and
including a coat of primer over the concrete surface.
Sq.m
20
FN-13 Extra over item FN – 12 for every additional coat Sq.m 13
FN-14 Providing and applying two coats of SANDTEX MATT of M/S Snowcem India Limited
over and including a coat of specification primer to surface of walls of approved shade
including preparing the surface complete with all bye-works as per manufacturer’s
specification and instruction of the Engineer.
Sq.m
10
FN-15 10 mm thick cement plaster on concrete surface with cement mortar including drip course
wherever required dabbing hacking, rounding, bends etc at all levels and locations with
necessary scaffolding curing and other bye-works complete as per specification drawing
and direction of the Engineer
(a) With 1:3 cement mortar Sq.m 50
(1 cement : 3 sand)
(b) With 1:4 cement mortar Sq.m 50
( 1 cement : 4 sand)
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
FN-16 18 mm thick rough cast sand cement plaster consisting of a back coat of 12 mm thick
cement plaster 1:4 (1 cement: 4 sand) and top finished with 6 mm thick (average) with
grey cement and coarse sand in 1:3 (1 cement : 3 coarse sand) on faces of walls, pillars,
projections, bands, sills, fins, chajja etc including raking out joints of any left out
necessary dabbing curing scaffolding complete at all heights and depths as per
specification and drawing.
Sq.m
10
FN-17 Superior quality polishing/ polyurethane finish on wood work including necessary
wood filler, surface preparation complete to desired finish at all locations with all bye-
works and as per specification and direction of the Engineer
(a) With spirit of approved quality
Sq.m 25
FN-18 Providing and applying two coats of painting on plastered surfaces including floor
below false flooring at all location with epoxy based paint of approved quality and
shade over and including a priming coat with all bye-works complete in all respect as
per manufacturer’s specification and instruction of the Engineer.
Sq.m
300
FN-19 20 mm thick cement plaster in 1:4 cement sand mortar on faces on faces of walls,
pillars, projection, bands, cornices, fines, sills etc including raking out joints, if any left
out necessary dabbing curing scaffolding complete at all heights and depths as per
drawings, specification etc. complete.
Sq.m
50
SECTION – FN : SUB – TOTAL :
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all applicable
duties ,Taxes, Freight,
Insurance, ETC.)
Amount
FL-1 Providing hard core with hard stone boulders including laying, packing, filling
interstices with good quality spalls, dry and wet consolidation with mechanical means
blinding with good quality earth (cost inclusive) with all bye-works complete for hard
core upto 300 mm thick below floors, pavements, storage yards and any other locations
as per specification and instruction of the Engineer (consolidated thickness will be
paid).
Cu.m
2800
FL-2 Providing and laying cement concrete of specified thickness of concrete grade M-20
with stone aggregate of 20 mm and down graded laid in panels if required with smooth
integral finish at floors resting on ground, steps, screed on roofs, floors, pavements etc.
at all levels and locations, including base preparation with all bye-works complete as
per drawing, specification and direction of the Engineer (The chequered finish and
formwork if required shall be inclusive)
Cu.m
25
FL-3 Providing and laying 40 mm thick grey artificial stone flooring laid in panels at all
location and heights including steps, nosing, landing slab etc. consisting of plain
cement concrete 1:2:4 base (under bed) 30 mm thick (1 cement, 2 coarse sand, 4 stone
chips, 12 mm and down ) and topping 10 mm thick (net) of mix 1:1:1 (1 cement : 1
medium sand : 1 fine stone dust up to 6 mm size) and finished smooth with trowelling
supplying and fixing glass strips 3mm thick up to 40 mm deep, complete with all bye-
works as per specification, drawing (chequering in floor finish inclusive if required)
and as directed by the Engineer.
Sq.m
500
FL-4 Extra for cutting, rubbing, polishing of flooring, skirting and dado etc. by machine or
manually both, with all materials at all locations with all byeworks as per specification
and instruction of the Engineer.
Sq.m
30
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all applicable
duties ,Taxes, Freight,
Insurance, ETC.)
Amount
FL-5 Providing and laying 40 mm thick cement concrete flooring with concrete hardener, on
topping of floors, steps nosing and other places as shown in the drawing, at all levels
and locations. The flooring consists of 30 mm thick concrete base (under bed) of 1:2:4
mix (1 cement, 2 coarse sand, 4 stone chips 12 mm down graded), and topping of 10
mm thick (net after cutting), the topping consisting of 1:2 mix 1 port and 2 cement
harder mix and 2 parts stone grit 6 mm down graded by volume) the cement metallic
harder mix shall be by mixing 4 parts of cement and 1 part of metallic floor harder i.e.
Ironite, Ferrock or equivalent by weight), inclusive of surface preparation, laying in
panels, supplying and fixing of glass strips 3 mm thick up to 40 mm deep, rounding.
Curing, finishing etc. with all byeworks completes as per specification and direction of
the Engineer.
Sq.m
9300
FL-6 Providing and laying 40 mm thick cast- in-situ terrazzo flooring including steps, nosing
and at other places as shown in the drawing, at all levels and location the flooring
consists of 30 mm thick concrete base (under bed) of 1:2:4 mix (1 cement, 2 coarse
sand, 4 stone chips 12 mm down graded) and topping of 10 mm thick (net after cutting)
the topping consisting of cement with or without colour pigment mixed with marble
powder in proportion 3:1 by weight and marble chips of approved colour and size
added in proportion of 4 parts of cement marble powder mix to 7 parts marble chips by
volume inclusive of preparation of surface, mixing and laying in panels supplying and
fixing of glass dividing strips 3mm thick up to 40 mm deep, roundings at required
places cursing, cutting, grinding, polishing, finishing with all byeworkd complete as
per specification and direction of the Engineer. The cement for topping being as under.
(a) Using ordinary cement (gray shade) Sq.m 600
(a) Using 50% white and 50% ordinary cement and approved colour pigment of
medium shade.
Sq.m 200
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all applicable
duties ,Taxes, Freight,
Insurance, ETC.)
Amount
FL-7 Providing and laying 25 mm thick machine cut and polished kota stone flooring of
approved size, shape and quality in floors, steps and at other places as shown in the
drawing at all levels and locations over and including mortar bed 20mm thick curing
final polishing and all byeworks complete as per specification and direction of the
Engineer.
(a) Over cement motar bed 1:4 (1 cement, 4 sand) joints filled and finished with
cement putty without or with pigment of matching colour
Sq.m 30
FL-8 Providing and laying 21 mm thick gray cement skirting or dado on walls, risers or
steps or any other vertical surface at any levels and location consisting of 15 mm thick
back coat of cement mortar 1:3 (1 cement, 3 sand) and 6 mm topping (net) with 1:1
cement stone chips mix (1 cement to 1 fine stone chips 3 mm down graded) finishing
with a floating coat of neat cement, supplying and fixing glass strips 3mm thick up to
21 mm deep in dado, complete with all byeworks as per specification and direction of
the Engineer.
Sq.m
50
FL-9 Providing and laying cast-in-situ terrazzo of 21 mm thick in skirting/ dado/ risers of
steps and in other vertical surface at all levels and locations the work consisting of 15
mm back coat of cement mortar 1:3 ( 1 cement : 3 sand) and 6 mm (net) topping with
marble chips of approved colour and size . in desired proportion of mix (as specified in
item FL – 6 both for mix of cement and marble powder and for the mix of cement
marbel powder and marble chips). Inclusive of preparation of surface, mixing and
laying in panels, supplying and fixing of glass dividing strips 3 mm thick upto 21mm
deep in case of dado, cutting, girding, polishing and rubbing with all byeworks
complete as per specification and direction of the Engineer. The cement for topping
being as under.
a) Using ordinary cement ( grey shade) Sq.m 90
c) Using 50% white and 50%ordinary cement and approved colour pigment of
medium shade
Sq.m 50
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all applicable
duties ,Taxes, Freight,
Insurance, ETC.)
Amount
FL-10 Providing 5 mm thick white glazed tiles of first quality and approved size on flooring,
skirting, dado and other place at all levels and location as shown in drawings. Laid over
and including 12 mm thick cement mortar bed of back coat of cement 1:3 ( 1 cement :
3 Sand) with joints filled with white cement, complete with all byeworks as per
direction of the Engineer, specification and drawing (The tiles of Johnson/Somany
make to be used).
Sq.m
155
FL-11 Providing and fixing acid resistant tiles of approved quality size and shade over and
including acid resisting cement mortar 1:3 (1 acid resisting cement and 3 coarse clean
sand) bed. Joints also filled and finished with acid resisting mortar. In flooring skirting,
dado and other vertical/ horizontal surface, as per drawing at all levels location
complete with all byeworks as per direction of the Engineer and manufacture’s
specification.
(a) With 20 mm thick mat finished tiles with 20 mm thick mortar bed for horizontal
surface.
Sq.m 40
(b) With 12 mm thick mat finished tiles with 12 mm thick mortar bed for vertical
surface.
Sq.m 25
FL-12 Supplying and laying antistat PVC rolls/ sheets. Tiles 2 mm thick in floor, skirting,
dado and other places of approved quality shade and pattern, laid over and included
levelling course upto 15 mm thick (If necessary) with cement mortar 1:4 (cement : 4
sand) with necessary adhesive as per manufacturer’s specification with all bye-works
complete as per direction of the Engineer.
Sq.m
120
FL-13 Providing 20 m thick hydraulically machine pressed pre-cast cement concrete tiles with
or without chequered finish, of approved make and shade laid in flooring over and
including cement mortar bed 12 mm thick 1:4 (1 cement: 4 sand), curing polishing at
all locations and levels complete with all bye-works as per specification and direction
of the Engineer.
Sq.m
32
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all applicable
duties ,Taxes, Freight,
Insurance, ETC.)
Amount
FL-14 Providing 20 mm thick approved quality marble slab in flooring, steps and other
horizontal surface at all locations and levels, laying over and including 20 m thick lime
mortar 1:1:1 (1 lime putty: 1 surkhi and 1 coarse sand) bed as specified, joints filled
with white cement pigment mix and marble dust in 1:1 laying in pattern, cutting,
grinding, rubbing and polishing etc. Complete with all bye-works as per specification
and direction of the Engineer. The marble slab shall be approved with texture shade
and quality as per following:
(a) White or white and grey or pink makrana approx. size 600x600mm.
Sq.m 12
FL-15 Providing and laying 20 mm thick marble slab facing over walls and other vertical
surfaces/ skirting at all locations with selected quality marble of approved size,
matching veins, shade laid to approved pattern over and including 12 mm thick cement
mortar bed 1:3 (1 cement : 3 sand) with metal cramps, jointed with white cement
pigment mix and marble dust 1:1 proportion, rubbing, polishing, curing etc. Complete
with all bye-works as per direction of the Engineer and specification.
(a) White or white and grey or pink Makrana.
Sq.m 10
FL-16 Providing and laying 7.5 mm thick “SPARTEK/JOHNSON/Reqency or equivalent mat
finish ceramic tiles of approved quality shade and design at all levels and heights as
shown in drawing. Laid over and including 12 mm thick mortar bed or back coat of
mix 1:3 (1 cement : 3 sand) with joints filled with white cement and pigment mixed
in proportion to match the shade of the tiles including curing. Complete with all bye-
works as per manufacturers specification and direction of the Engineer.
Sq.m
250
SECTION –FL : SUB TOTAL:
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
WW-1 Supplying & fixing sal wood frames, mullions, transoms etc. In doors, window,
ventilators, wardrobes, cupboards, fixed glazings, partition posts. A/C cutouts, rafters
and purlins including curved works and double shutter frames etc. At all locations
including wood preservative treatment to rear of frames and fixing the same with
screws and raw/plugs or with MS hold fasts of approved sizes as per preamble
including jamming the hold fasts with 1:2:4 cement concrete complete in all respect as
per specification, drawing and direction of the Engineer.
Cu.m
1
WW-2 Supplying and fixing 35 mm thick approved factory made panelled door shutters
conforming to IS:1003 ( part -1) -1991 with seasoned bijasal wood stiles and rails (
vertical stiles top and freeze rail 100 mm in width, bottom rail 250 mm and lock rail
160 mm in width ). Panels of 12 mm thick BMP ply wood/ medium density fiber board
with necessary anodised aluminium fitting as per schedule of fitting in preamble
complete with all bye-works as per specification drawing and instruction of Engineer
and painting two coats with approved synthetic/polyurethane enamel paint over and
including a coat of approved primer.
Sq.m
28
WW-3 Supplying and fixing 35 mm thick both faces commercial finish solid core flush door
shutters bonded with phesnol formaldehydes hot pressed conforming to IS : 2202-1983
and from approved manufacturer of standard/ nonstandard sizes, single of double hung
for doors, wardrobes and cupboard etc. with all bye-works complete as per
specification and instruction of Engineer at all locations with necessary anodised
aluminium fittings as per schedule of fittings in preamble and painting two coats with
approved synthetic/polyurethane enamel paint over and including a coat of approved
primer.
Sq.m
82
WW-4 Supplying and fixing brass mortice lock 100 mm size x 4 lever (vertical type) with
duplicate keys and a pair of bright finished lever handle (as per relevant IS
specification) with back plates.
Each
25
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
WW-5 Supplying and fixing exposed type hydraulic door closer conforming to IS
specification of approved manufacturer fixing with cadmium plated M.S. screws
complete with all bye-works as per specification, drawing and instructions of the
Engineer.
Each
15
SECTION –WW : SUB TOTAL:
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-1 Supplying, fitting and fixing fully glazed steel windows, doors, and ventilators of
approved manufacturer in single or composite units both openable and fixed type as per
IS : 1038-1983 and IS: 1361-1978 with all joints flash butt welded including coupling
bars providing mullions, transoms, hinges, mastic, cement, glass panes of plain/frosted
sheet glass fixing with aluminum beads as per IS : 1038-1983 with 2 coats of synthetic
enamel paint of approved colour and quality over and including a primer coat to steel
frames complete including all other standard C.P. Iron fixture like handles peg stays,
locking arrangements etc. Complete with all bye-works as per specification drawing &
direction of the Engineer.
(i) For window, ventilators
(A) As per IS : 1038-1983
(a) With glazed bars Sq.m 250
(b) Without glazing bars Sq.m 260
(B) As per IS : 1361-1978
(a) Openable type Sq.m 50
(b) Fixed type Sq.m 125
ST-2 Providing and fixing in position including grouting/ welding, wherever necessary air
tight/ dust proof steel doors with necessary bolting device, locking arrangements,
handles, threshold etc as per drawings and specification including two coats of
approved synthetic enamel paint over and including a primer coat complete with all
bye-works and direction of the Engineer (Hydraulic door closer to be paid separately).
Kg
800
ST-3 Providing and fixing in position including grouting/welding, steel doors consisting
plate single walled, hinged type fully plated door on frames with or without service
door, necessary bolting device locking arrangements handle threshold etc including
painting with two coats of approved colour and quality of synthetic enamel paint over
and including a primer coat complete with all bye-works as per drawings, specification
Kg.
1200
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
and direction of the Engineer.
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-4 Supplying and fixing in position including grouting welding steel ventilators consisting
of inclined steel plate louvers fixed to the frame with flats welded or bolted necessary
fixtures including painting with two quality of synthesis enamel paint over and
including a primer coat etc. complete with all bye-works as per drawings, specification
and direction of the Engineer.
Kg.
500
ST-5 Supplying and fixing in position as per drawings, fan. Hooks including painting of
exposed portion with two coats of synthetic enamel paint over and including a coat of
primer complete as per specification and direction of the Engineer.
Kg.
50
ST-6 Supplying and fixing in position mild steel hand railing made of M.S. sections
(excluding tubular pipes) at all position and levels including welding to steel members
and /or grouting to RCC stairs, Krebs. Openings and other locations as per drawings
and specifications, including two coats of synthetic enamel painting over and including
a coat of primer complete with all bye-works and as per direction of the Engineer.
Kg.
1500
ST-7 Same as per item No. ST. 6 above but using tubular black pipe in place of mild steel
section.
Kg. 800
ST-8 Supplying and fixing including welding/ grouting steel gratings consisting of M.S.
angle frame, flats, round and other sections with all joints welded necessary fixing of
lugs with grouting or welding or both as required and painting with two coats of
approved synthetic enamel paint over and including a priming coat complete with all
bye-works as per drawings specification and direction of the Engineer.
Kg.
800
ST-9 Supplying and fixing expanded metal M.S. windows, doors, partitions, frames etc.
made with angle flats, round or square bars, tube welding mesh etc. including
providing locking arrangements as per drawings including jamming of tugs in 1:2:4
concrete and painting steel work with 2 coats of approved synthetic enamel paint over
and including a coat of primer complete with all bye-works as per specification and
Kg.
650
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
direction of the Engineer.
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-10 Supplying and fixing of rolling shutters of approved make made of M.S. laths
interlocked together at the end by the locks, mounted on specially designed pipes shaft
with backets side guides and arrangements for inside and outside locking with push and
pull operation including cost of top cover (1.25mm thick) spring and other necessary
fixtures of synthetic enamel paints over and including a primer coat making chases in
wall/floor and grouting the clamps in PCC 1:2:4 or welded to inserts complete with all
bye-works and instructions of the Engineer ( partial grills and special stiffening
members shall be provided wherever necessary) with
(a) Hand operated with ball bearing arrangements using 80x1.25 mm thick M.S laths Sq.m 120
(b)Extra over item No. St.-10 (a) above for providing mechanical device chain & crank
for operation.
Sq.m 50
ST-11 Supplying and welding M.S. flat/ square bar to steel windows or ventilators as per
required pattern and shape including two coats of synthetic enamel paint over and
including a coat of primer, with all bye-works complete as per drawing and
specification.
Kg.
650
ST-12 Providing and fixing M.S. hold fasts to door , windows and ventilators etc with iron
screws including jamming the same in PCC 1:2:4 at all levels and height complete with
all bye-works as per specification drawings & direction of the Engineer.
(a) 225 x 38 x 3mm (length of overall) Each 10
(b) 150 x 38 x 3mm ( length is overall)
Each 10
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-13 Providing and fixing in position airtight glazed anodised aluminium door shutter of
“INDAL” or any other approved make with standard extruded sections and with 5.5m
thick clear glass of approved quality fixed with standard glazing beads outside and
inside to opening in anodised aluminium partitions/ frames and providing and fixing
standard fittings such as handles, locks, bolts, push plates, rubber, gaskets etc., as per
drawings and manufacturer’s specification
(a) Single shutter with single action spring. Sq.m 12
(b)Double shutter with single action spring on both the shutters Sq.m 6
ST-14 Providing and fixing anodised aluminium glazed partition made from approved quality
standard extruded tube section 100 mm x 45 x 45mm x 2.5mm thick spacing approx.
1.00 m as per drawing (both horizontally and vertically). Horizontally members one at
floor levels second at door lintel level and third at top level with 13mm x 13mm
standard anodised aluminum snap beds glazing with 5.5 mm thick clear glass. The
tube frames shall be firmly secured to floor side walls and alternate vertical frames
shall be secured firmly to RCC slab with T.W. insertions partitions shall be provided
with glazed aluminium doors wherever shown in drawings which will be measured and
paid separately (payment shall be made for the area of partition excluding area of door
opening)
Sq.m
45
ST-15 Supplying, fabricating and fixing in position (M.S) chequered plate covering with
stiffeners, frames, as required to the line and level over cable or any other trench
including two coats of synthetic enamel paint on both sides of primer all complete as
per drawings and specification.
Tonne
9
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-16 Supplying and fixing standard M.S. rolling grills of approved design made of flats/ bars
with locking arrangements guide rails. drum at top and other necessary fixtures
including two coats of synthetic enamel paints over and including a primer coat making
chases in walls/ floor jamming the lamps in PCC 1:2:4 or welded to inserts complete
with all bye-works as per drawing, specification and instructions of the Engineer
(a) For manually operated Sq.m 10
(c) For mechanically operated
Sq.m 10
ST-17 Supplying and fixing pressed steel frames manufactured from commercial steel sheet
1.25 mm thick and electrically flash butt welded at the corners, for door including
hinges , lock jambs , beads brace ties adjustable lugs jammed in PCC 1:2:4 to each
jamp mortar guards lock strike plate shock absorbers including shop primer coat all
fixture and fitting in position with grout fill of cement mortar 1:6 (1 cement : 6 sand)
all complete as per IS 4351-1976. specification and instruction of the Engineer
a) For 125mm profile – B RM 280
ST-18 Providing and fixing mild steel / tor steel ties (reinforcement) to brickwork (to be paid
if not covered in the relevant item of brick work) complete with all bye-works as per
specification and direction of the Engineer.
Kg.
150
ST-19 Supplying transporting stacking at site and fixing on concrete surface with necessary
fixtures standard broad gauge 1676mm railway track (52 kg/m rail) including leveling,
aligning by packing if required testing commissioning and maintenance all complete,
with bye-works as per specification, drawings and instruction of the Engineer. (cost of
Anchor bolts & fixtures will be paid separately under relevant item.)
Kg.
500
ST-20 Welding of reenforcment steel with 6 mm weld to the structural steel member for
anchoring brick work and RCC slab at all level as per specification and direction of
engineer incharge. (Payment shall be made for weld length only).
RM
150
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
ST-21 Supplying & fixing new rail section at all levels & positions (fixing by welding to
prefixed plates) for protection of concrete surface including all bye-works complete as
per specification,drawings and instruction of the Engineer.
Kg.
200
ST-22 Rebate over item No. ST-19 if approved second hand rail sections are used in place of
new rail sections.
Kg. 150
SECTION – ST: SUB-TOTAL
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-1 Supplying fitting and fixing white glazed vitreous china wash basin of superior quality
size 55cm X 40cm (HSW NO. 10.001) or approved equivalent make of nearest size.
With provision of having single or double holes 32 mm CP brass waste fittings 15 mm
CP brass pillars tap, CP brass chain and plug, 15 mm PVC connection pipe with CP
brass coupling painted metallic brackets and 15 mm CP brass stop cock of approved
quality complete with all bye-works as per specification and instruction of the
Engineer.
Each
5
SW-2 Providing and fixing white glazed vitreous china pedestal type water closet (EWC) of
superior quality size 40 cm high(HWS NO 20.007) or approved equivalent make of
nearest size double trap symphonic pattern with internal with “P” or “S” trap cistern
with cover (HSW NO 21.004) or approved equivalent make capacity with superior
quality ceramic siphon (HSW No. 21.005) and internal fittings complete No. 22.002 or
equivalent approved make. White solids plastic cover and lid of superior and approved
quality Cp brass bar hinges , screws, bolts, rubber and stainless steel washers, rubber
buffers 15mm dia. CP inlet water pipe connection with concealed 15mm dia CP brass
stop cock as per GEM cat No. 1022 or approved equivalent make fixing EWC to
complete as per specification and direction of the Engineer.
Each
4
SW-3 Providing and fixing white glazed vitreous China flat back, front lipped standing urinal
size 61 x 40 x 38cm of superior quality (HSW No.60.002) or approved equivalent
make of nearest size in range as indicated below with automatic cistern (HSW
No.61.002/EID Parry No.31901) with accessories or equivalent approved make with
concealed CI wall hangers and bracket for automatic cistern, etc., 15mm dia CP brass
stop cock as per GEM Cat. No.1022 or equivalent approved make, standard size CP
brass flush pipe, spreaders with unions and clamp (all CP brass) with 15 mm dia PVC
connection pipe with CP brass coupling joint at both ends, with 32 mm dia PVC waste
pipe with CP brass coupling upto floor with all bye-works as per specification and
direction of the Engineer. (Partition excluded).
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
(a) In range of two with 10 Litres capacity cistern Per Set 5
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-4 Providing and fixing half round white glazed channels of superior quality 100 mm size
set in cement mortar 1:3 (1 cement : 3 sand) and joints finished with white cement,
with all bye-works complete as per specification and direction of the Engineer.
R.M
15
SW-5 Providing and fixing 5.5mm thick polished glass (with beveled edge) mirror
“Atul/Golden Fish” or approved equivalent make with 6 mm thick asbestos sheet
backing including fixing to wall by means of wooded plug with CP brass screws,
washers over rubber washers complete with all bye-works as per specification and
direction of the Engineer.
(a) 600 x 450 mm size
Each 4
SW-6 Providing and fixing 5 mm thick glass shelf with CP brass bracket’s and hinged guard
rail of approved quality fixed to wooden plugs with CP brass screw all bye-works
complete as per specification and direction of the Engineer.
(a) 600 x 120 mm
Each 4
SW-7 Providing and fixing CP brass tilting type liquid soap container of approved quality
fixed on wooden plugs with CP brass screw complete with all bye-works complete as
per specifications and direction of the Engineer.
Each
6
SW-8 Providing and fixing recessed toilet paper holder of white glazed vitreous China of
superior quality (HSW No.40.051) or approved equivalent of nearest size with all bye-
works complete as per specification and directions of the Engineer.
Each
3
SW-9 Providing and fixing sand cast iron fittings and accessories for soil and waste pipe
conforming to IS:1729 – 1979 including lead caulked joint 25 mm deep, painting 2
coats over and including a priming coat on exposed surfaces, internally coated with
anti-corrosive paint complete as per specification and direction of the Engineer.
a) Floor trap (Bell Mouth) trap (100mm x 75mm) with CP iron grating and
extension piece upto 300 mm.
Each 6
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-10 Providing and fixing SW yard gulley trap 150 x 100 mm size, square mouth, grade A
with CI grating 150 x 150mm with water tight frame, conforming to IS : 651 – 1992
complete with all bye-works as per specification and direction of the Engineer.
Each 5
SW-11 Providing and fixing and / or laying sand cast iron spigot and socket soil, waste and
ventilating pipes with necessary fittings and accessories e.g. bends, single and/or
double, equal/unequal branches of required degrees with or without oval access door,
offsets of required projection, heel rest bend inverted branch of required degree, traps
(P or S) wire balloons (galvanized steel) etc. all conforming to IS : 1729 – 1979 and
bearing I.S. mark fitting with CI holder bats, embedded in and including cement
concrete block 100 x 100 x 100mm of 1:2:4 (1 cement, 2 coarse sand, 4 stone chips
12mm and down) including cost of cutting holes and making good the walls including
lead jointing 25 mm deep, two coats of anti-corrosive paint to inside surfaces, exposed
faces painting with two coats over and including a coat of priming coat of approved
quality and shade, necessary excavation wherever required and back filling including
concealing in walls/floors where required with cutting holes/making necessary recesses
in walls and making good the same complete with all bye-works as per drawings and
specifications.
a) 150 mm dia R.M 15
b) 100 mm dia
R.M 10
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-12 Supplying, fitting and fixing and/or laying GI pipes of medium quality (B Class)
conforming to IS :1239 – 1990 (Part-I) of approved make bearing IS mark with all
necessary fittings such as bends, tees, elbows, reducers, unions, nipples, plug, clamps
and other fixtures conforming to IS : 1239 – 1992 (Part-II) including necessary earth
work and back filling, painting, etc. complete with all bye-works as per specification
and direction of the Engineer (including concealing in walls/floors as necessary).
a) 50 mm dia nominal bore R.M 40
b) 40 mm dia nominal bore R.M 35
c) 32 mm dia nominal bore R.M 45
d) 25 mm dia nominal bore R.M 30
e) 15 mm dia nominal bore R.M 30
SW-13 Supplying, fitting & fixing superior quality bearing ISI mark brass gun metal wheel
valve (full way) with all bye-works complete as per specification and direction of the
Engineer.
a) 50 mm dia nominal bore Each 2
b) 40 mm dia nominal bore Each 2
c) 32 mm dia nominal bore Each 4
d) 25 mm dia nominal bore Each 4
SW-14 Providing and fixing 15mm dia sand cast C.P. brass bib cock of superior quality
(weighing minimum 400 gms) polished bright with screwed male/female ends
respectively conforming to IS with all bye-works complete as per specification and
direction of the Engineer.
Each
10
SW-15 Providing and fixing 15mm dia sand cast C.P. brass stop cock of superior quality
(weighing minimum 400 gms) polished bright with screwed male/female ends
respectively conforming to IS with all bye-works complete as per specification and
direction of the Engineer.
Each
10
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-16 Providing and fixing 15 x 80 mm CP shower with revolving joint (ESSCO make Model
ES-540) or approved equivalent make complete with all bye-works as per
specifications and instructions of the Engineer.
Each
3
SW-17 Providing and fixing water storage tank, black in colour closed top with manhole
cover, vertical cylindrical or horizontal cylindrical type of approved design “SINTEX”
manufactured by M/s Sinter Plast Containers or approved equivalent make with G.I.
fittings for inlet, outlet, overflow, scour, float valve connection, including connections
and hoisting/fixing the same tank on roof and other places at all height with all bye-
works complete as per manufacturer’s specifications and direction of the Engineer
(Support for tank like brick-work/RCC/PCC etc. will be paid under relevant Item).
a) Series CCWS Cylindrical vertical tank with closed top.
i) 1000 liters capacity (Code No.CCWS 100.01)
Each 4
SW-18 Providing and fixing 40 mm bore lead pipe (Heavy quality) for connection between the
vent horn of IWC/EWC pan and 50 mm dia HCI anti- syphonage vent stack including
lead caulking at one end and cement mortar joining 1:1 (1 cement : 1 sand) at the other
end including making required bend complete as per directions of the Engineer.
R.M
20
SW-19 Providing and fixing 38 mm dia CP brass dome type perforated waste for urinal with
CP brass union complete as per directions of the Engineer.
Each
6
SW-20 Providing laying and jointing stone ware salt glazed pipe of Grade-A conforming to
IS:651-1992 including encasing in PCC M-10 (PCC will be paid separately), necessary
excavation including back filling with all lead, depth of invert upto 2.5m with all bye-
works complete as per specifications and directions of the Engineer.
i) 150 mm dia R.M 20
ii)100 mm dia
R.M 25
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-21 Providing and fixing C.I. manhole cover with frame conforming generally to IS:1726-
1991 light duty, medium duty, heavy duty to masonry/ RCC slab/ PCC with concrete)
1:2:4) as necessary with all bye-works including three coats of anti-corrosive paint of
approved quality complete as per specification, drawing and instruction of the
Engineer.
a) 450 dia light duty Kg. 150
b) 500 dia heavy duty Kg. 300
b) 560 dia medium duty
Kg. 450
SW-22 Providing fitting and fixing and/ or laying GI waste pipe of medium quality (*B class)
conforming to IS:1239 (Part-I) – 1990 of approved make bearing IS mark with all
necessary fittings, clamps etc. conforming to IS : 1239 (Part-II) – 1992 including
concealing in walls/ floors where required connection to CP waste tail or CP bottle trap
of wash basin/sink/washing trap and urinal range, cutting holes/ chases in walls and
making good the same painting two coats over and including a coat of primer of
approved colour and shade synthetic enamel/anti-corrosive paint complete as per
specifications and direction of the Engineer.
(a) 50 mm dia R.M 8
(b) 40 mm dia R.M 8
SW-23 Providing and fixing vitreous China white glazed Orissa Pattern squating Pan Indian
type water closet of superior quality size 580 x 430 mm with integral footrests suitable
for sinking into floor, manufactured by E.I.D. Parry (I) Ltd., (Code No.30301) or
approved equivalent make of nearest size with “P” or “S” trap (Code No.60102 or
60104) or approved equivalent make with or without vent horn with low level
PVC/FRC cistern of approved make 10 liters capacity with I.S. mark. PVC flush pipe
32/40mm dia and 15mm dia PVC inlet water connection with 15mm CP brass stop
cock complete with all bye-works as per specification & instruction of the Engineer.
Each
2
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
SW-24 Providing and fixing 800 x 16 mm anodised aluminium solid type towel rail with
brackets of approved quality fixed on wooden plugs with CP brass screws with all bye-
works complete as per specifications and direction of the Engineer.
Each
6
SW-25 Providing and fixing hinged type approved cast iron cover 300 x 300mm with frame
and locking arrangement to RCC/PCC cover over valve chambers including grouting
with PCC 1:2:4 (1cement, 2 sand, 4 stone chips 12mm down) and 3 coats of
anticorrosion paint complete as per specifications.
Kg.
450
SW-26 Providing & fixing CI steps of approved manufacturer in manholes, pits etc. at all
depths including grouting pockets with PCC 1:2:4 (1 cement, 2 sand, 4 stone
aggregates 12mm down) including staging and all bye-works complete as per
specifications.
Kg.
105
SECTION – SW : SUB – TOTAL :
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-1 Providing and fixing medium class GI water spouts of required length and shape at all
locations including grouting around the pipe with 1:2:4 (1 cement, 2 coarse sand, 4
stone chips) of 20 mm and down grade as directed/shown in the drawing, complete as
per specification and direction of the Engineer.
(a) 50 mm dia
RM 15
MS-2 Providing and laying building paper of approved quality at all locations (but not
covered in the respective items) with all bye-works complete as per specification and
direction of the Engineer.
Sq.m
500
MS-3 Providing and laying expansion joint treatment upto 50mm thickness with approved
bitumen impregnated fiberboard including provision of bituminous paint on the sides,
sealing the open joint with approved quality and grade bituminous sealing compound at
all heights and locations with all bye-works complete as per drawing, standard practice
and as directed by the Engineer.
Sq.m
45
MS-4 Providing and laying seven courses of water proofing treatment over roof and other
places as shown in the drawing with two layers of approved fiber glass RP tissue three
courses of hot bitumen (one at bottom over priming coat. One at top and one in
between the felts) of grade S-35/A-35 and one course of peasized gravel finish at top
including all necessary bye-works like necessary base surface preparation, rounding the
corners/end/sides of dis-similar materials tucking the end of felt in concrete/masonry
sealing the joints/ends etc complete all as per specification as shown in the drawing as
per standard practice and as directed by the Engineer at all levels and location
(undertaking for service guarantee for 7 years by the contractor)
Sq.m
1500
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-5 Providing damp proof course over plinth with cement concrete grade M-20 using
aggregate of 10mm and down graded and mixing approved waterproof admixture with
cement as per manufacture’s specification including necessary framework/ shuttering
one coat of hot bitumen of grade S-35/A-35 over the top surface of damp proof coarse
and all necessary bye-works complete as per specification drawing and as directed by
this Engineer.
(a) 40 mm thick Sq.m 28
MS-6 Supplying and laying G.I. (Medium Class) conduit pipes of the following diameters in
required length and shape at all heights and locations to be embedded in concrete or
masonry and protruding out from the face with threaded ends (if required) as shown in
the drawings with all bye-works complete as per specification and direction of the
Engineer.
a) 25 mm dia RM NIL
b) 40 mm dia RM NIL
c) 50 mm dia RM 50
d) 65 mm dia RM 50
e) 80 mm dia RM 85
f) 100 mm dia RM 95
g) 150 mm dia
RM 80
MS-7 Same as per Item MS-6 above but with rigid PVC conduit pipes for the following dia to
withstand 1N/mm2 water pressure.
a) 25 mm dia RM 10
b) 32 mm dia RM 10
c) 40 mm dia RM 12
d) 50 mm dia RM 12
d) 65 mm dia RM 15
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-8 Providing and laying in construction/expansion joint with approved PVC water bars of
the following width including necessary precautionary measures complete with all bye-
works as per specification and as directed by the Engineer.
a) 230 mm width PVC (8mm thk) RM 150
c) 150 mm width PVC (6mm thk)
RM 150
MS-9 Providing and fixing in position false ceiling with insulation boards/Tiles/ or other
ceiling materials with standard and approved aluminum self interlocking ceiling grid
system (600 x 600 approx.) suspended from RCC slab above steel purlins in case of
sloped roofs with all accessories such as screws, cleats, adjustable suspension rods,
runners, tees etc. including making suitable arrangement and openings for air
conditioning grill, light fittings, troughs etc. and painting the concealed steel works
with two coats of anticorrosive paint and false ceiling board with two coats of approved
make and shade. Acrylic plastic emulsion paints over and including a coat of primer
complete with all bye-works at all locations and heights and as per drawings,
manufacturer’s specification and instruction of the Engineer.
a) With plain tiles 12 mm thick Sq.m 125
b) With partly perforated board 12 mm thick tiles Sq.m 50
d) With 12mm thick tiles of approved texture
Sq.m 20
MS-10 Providing, fabricating and fixing in position MS sections (angle, channels, flats, tubular
members etc) post and struts with necessary slits/holes and lugs for fixing barbed wire/
chain link including grouting the pockets left in masonry walls/ concrete pillar for
fixing MS supports with PCC (1:1.5:3) with stone chips, painting to MS work with 2
coats of synthetic enamel paint over and including a primer coat given at shop
complete with all bye-works as per drawings and direction of the Engineer.
a) Angle Iron post (‘Y’ shaped or other shape as per drawing) including necessary
welding for fixing barbed wire fencing on security wall with 1:1.5:3 PCC with
Kg. 3500
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
stone chips grouting.
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-11 Supplying, cutting, jointing and fixing in position with holder bat clamps, cast iron rain
water down pipe of approved quality including all necessary specials like bends, shoe,
tees, etc., jointing with spun yarn soaked in neat cement slurry and cement sand mortar
1:1. at all heights and locations including painting 2 coats of approved synthetic paint
over and including a coat of primering etc. with all bye-works complete as per drawing,
specification and direction of the Engineer.
a) 100 mm dia pipe RM 250
b) 150 mm dia pipe RM 150
MS-12 Supplying and laying in position to proper levels and camber, including manual
compaction, pebbles/gravel of rounded shape of approved quality, in transformer pits,
open switch yards, for drainage purposes, or any other locations, at all levels and
depths, as per drawing, specification, directions of Engineer of size.
a) 20mm and down Cu.m 25
b) 40mm and down Cu.m 25
MS-13 Providing and fixing in position fixed insulated glazing to opening of windows
comprising of 101.16 x 44.75 x 3.18 mm standard anodised aluminium frames fixed to
openings with airtight joints and insulated double glass panels of ATULTHERM or any
other approved make and quality, all complete as per drawings, manufacturer’s
instructions and direction of the Engineer.
a)Overall thickness of glass panels 20 mm
Sq.m 20
.
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-14 Supplying, drilling, installing and commissioning deep bore wells in all kinds of soil,
soft rock, hard rock etc. including un-plasticised PVC (UPVC), CS or CM class casing
and ribbed screen pipes conforming to IS: 12818 –1992, approved matching sub-
mersible pumps, motor, pumping shaft, filter media with pea gravel, perforation of pipe
for filtration, brass wire netting, sand, strainer etc. all complete as per enclosed sketch
No. Q693/11/11/SKETCH No. 1 and specifications. (Location of bore well shall be
decided by the tenderer). The bore well shall be commissioned as per specified test
procedure with minimum yield of 5 cum per hour. Payment shall be made only for
successfully commissioned bore wells.
The work shall be carried out in accordance with IS:2800 Part-I-1991 & Part-II-1979
(code of practice for construction and testing of tube well).
a) Depth of each bore well upto 100m. Each
borewell
2
b) Extra over item MS-18(a) for every 25m additional depth beyond 100m upto 150m. Each
borewell
2
c) Extra over item MS-18(a) for every 25m additional depth beyond 150m upto 200m. Each
borewell
2
d) Rebate over item MS-18 (a) for reduced depth from 100m. RM Quote rate only
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-15 Supplying, stretching and straining chain link fencing (as per IS:2721) made with (10
SWG GI wire) in square profile, cutting wire to size etc. and fixing the same with angle
iron members/ tubular members, intermediate ones and at ends, complete with all bye-
works as per drawing specification and direction of the Engineer.
a) With opening size 100mm x 100mm
Sq.m 65
b)Supplying, stretching /straining 12 SWG X 2 ply X 4 points A-1 type GI barbed
wire,horizontally and diagonally and fixing to angle iron posts by inserting the
barbed wire through inclined slit made in angle iron posts and subsequently
hammering the slit to close the gap,providing straining devices with GI 10 mm dia
threaded rods and nuts.MS plates with hooks welded at corners ends and at every 8th
post,cutting wire to sizes complete with all bye-works as per drawing,specification
and direction of the Engineer.
RM
250
MS-16 Dismantling/ demolishing concrete/ brick work/ stone masonry or other structures
including disposal of the unserviceable materials within a lead of 2 Km. including
transportation cost, labour and all other bye-works complete as per specification and
direction of the Engineer.
a) Plain cement/lime concrete Cu.m 5
b) RCC works including cutting of steel reinforcement as direction Cu.m 5
b) Brick work in cement/lime mortar with/ without plastering including stacking of
serviceable bricks as directed
Cu.m 12
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
Supplying & fixing cavity modular (raised) floor generally conforming to BESTLOK
SUPER-SYSTEM GI-8302 constructed of 600 x 600mm panel dimension including ramps
& steps as required. The pedestal supports shall be made of 100 x 100 x 8mm base plate,
25mm dia. MS stud with a coupling & check nuts for levelling adjustment of floor up to
plus-minus 50mm .The pedestal head will be resting over the stud and the base rigidly fixed
to the floor as per manufacturer’s recommendations. The pedestal will receive main &
cross Tees of 40 x 40x 3.15mm thick or suitable MS – channels of the floor panels shall be
made of 35mm thick unveneered TW- particle board bonded with BWP grade phenol-
formaldehyde synthetic resin generally conforming to IS:3087 similar to DECOBOARD
OF BAKELITE HYLAM or any other approved equivalent make, top finished with. 2mm
thick PVC tiles/sheets & sides finished with teak wood topping of 6mm thickness and
bottom shall be painted with fire retardant paint or approved brand & as per manufacturer’s
specification. The floor panel & stringers shall be completely removable and shall remain
in position without screwing/bolting. Each floor panel shall be marked on underside for
identification.
MS-17
The cavity floor when completed shall be suitable to take a point load of 70kg/Sq.cm/Sq.m.
& distributed load of 800 Kg/Sq.m the floor shall not deflect by more then 1/250th of the
span with max point load. All steel frame work & stud shall be painted with anticorrosive
paint. The floor panel shall be cut with necessary supporting system from sub-floor.
Wherever required for providing suitable outlet for cable & equipment. A teakwood lining
of 10mm x 38mm shall be provided all around the room. Where floor Panels meet the wall
surface with top of lining matching with the finished top of floor panels. The clearance
from sub-floor to finished floor shall not exceed 600mm all complete as per manufacturer’s
specification and direction of the Engineer.
Sq.m
150
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-18 Supplying fabricating and fixing in position the panelling to RCC/MASONARY walls
columns, jambs and soffits of doors, windows and other openings consisting of 9 mm
thick pre-laminated teakwood particle/poly-urethane board (Novapan or equivalent)
including supplying and fixing with stainless steel decorative screws to backing frame
of 80 x 26 x 0.5mm GI section at approx, 610mm c/c both ways and also at corners of
walls with rawl plugs and screws spaced 300mm c/c as directed including providing &
fixing the approved quality seasoned teakwood beads and cover moulds of required
size, shape and spacing and finishing the exposed surface of wood work with approved
quality polish at all heights and locations complete with all bye-works as per drawing,
specification and instructions of the Engineer & overall composite finished work
measured flat shall be paid).
a) Prelaminated teakwood particle boards ( Novapan or equivalent). Sq.m 15
c) 50 mm thick polyurethane foam board with kraft paper facing for acoustic
insulation (Phenotherm or equivalent)
Sq.m 18
MS-19 Providing and fixing under deck insulation to roof/ intermediate RCC slabs consisting
of 50 mm thick polyurethane foam boards with kraft paper facing including supplying
and fixing backing frame of 80 x 26 x 0.5mm G.I. section at approx, 610mm c/c both
ways and also at corners of walls with rawl plugs & screws spaced 300mm c/c
approved quality seasoned teakwood beads and cover moulds of required size/shape
and spacing wherever required complete with all bye-works as per drawing
specification and instruction of the Engineer (overall composite finished work
measured flat shall be paid)
Sq.m
100
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
MS-20 Welding of cold worked high strength deformed steel bars conforming to IS–1786-
1985 by shielded metal Arc butt/Lap welding conforming to IS-9471-1989 as per
drawing including all materials labour etc complete but excluding the cost of
reinforcement (payment will be made for each welding joint)
a) Reinforcement bars up to 16 mm dia Each
joint
50
b) Reinforcement bars 20 mm dia & above Each
joint
30
MS-21 Water proof treatment on roof of the building by applying suitable approved polymer
based water proofing compound as per manufacturer's specifications including all
byeworks. (The total system should be approved by the purchaser/purchaser's
consultant and the contractor has to give 10 years guarantee for the total water proof
system.No separate payment will be made for the preparation of surface and any other
related byeworks.Cement will be supplied by the purchaser as a free issue material,if
required for the water proofing system.Measurement shall be made on exposed surface
of the roof for the total water proofing system).
Sq.m
600
SECTION – MS SUB- TOTAL:
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
RD-1 Earthwork in box cutting in all kinds of soil including soft-rock/ late rite for formation
of sub- grade in cutting and embankment to proper level grade and camber including
dressing preparing the base breaking clods removal of slush and water and disposal of
surplus earth to a lead of 2 km as per the specification and instructions of the Engineer
Cu.m
2000
RD-2 Rolling sub-grade of road and payments etc with 8 to 10 tone power roller as per
specifications and instructions of the Engineer
Sq.m
3500
RD-3 Supplying and spreading approved quality moorum including watering and
consolidation by road roller 8 to 10 tone to required grade and camber as per
specifications and instruction of the Engineer. (Payment will be made for consolidated
thickness).
Cu.m
1000
RD-4 Supplying & laying 80mm and down hard stone of approved quality in soling course
dry and wet rolling by 8 to 10 tonne power roller to the required camber gradient etc
complete with all bye-works as per specification and direction of the Engineer
( Payment will be made for actual finished thickness) consolidated thickness up to 250
mm
Cu.m
3000
RD-5 Supplying and laying water bound macadam using 50 mm and down approved quality
hard stone aggregates screenings, sorting, spreading, laid to proper camber and gradient
with templates, blinding with approved quality moorum (cost inclusive) dry and wet
roller by 8 to 10 tone road roller all as per specification drawing and instruction of the
Engineer (Payment will be made for actual consolidated)
(a) 150 mm consolidated thickness
Cu.m 2350
NEELACHAL ISPAT NIGAM LIMITED
IRON AND STEEL PLANT
DUBURI, ORISSA
Item No. Description
Unit Quantity Rate (Inclusive of all
applicable duties
,Taxes, Freight,
Insurance, ETC.)
Amount
RD-6 Providing and laying premix bitumen carpet using paving bitumen A 90 or S 90 grade
of following thickness as per specification and instructions of the Engineer.
(a) 40 mm thick Sq.m 7000
Note: For items RD – 6 above bitumen of grade A-90 to S-90 shall have the same meaning as
that of 80/100 grade as referred in Technical Specification.
RD-7 Providing and laying dry stone pitching with approved quality stone (average thickness
150 mm) including preparation of the surface to the required gradient, filling, the
interstices with smaller stones etc. all complete as per specification and instruction of
the Engineer.
Cu.m
200
RD-8 Supplying and laying RCC non-pressure pipes of the following diameters (NP 3 Class)
including collars jointed with stiff mixture of cement mortar in 1:2 proportion and
aligning jointing etc to correct slopes including all bye-works complete as per
specification and instruction of the Engineer.
(a) 300 mm dia RM 12
(b) 450 mm dia RM 12
(c) 600 mm dia RM 10
(d) 1000 mm dia RM 7
SECTION – RD : SUB – TOTAL
SCHEDULE OF QUANTITIES
AUXILIARY FACILITIES FOR BOF, GCP & CCP
SUMMARY OF PRICES
SECTION DESCRIPTION AMOUNT
EW Earth work Rs.
AT Anti-termite treatment Rs.
CC Cement concrete Rs.
MN Masonry Rs.
FN Plastering and finishing Rs.
FL Flooring, paving & joinery Rs.
WW Wood work & joinery Rs.
ST Iron, steel & aluminium work Rs.
SW Sanitary & water supply Rs.
MS Miscellaneous Rs.
RD Road & pavements Rs.
Total Price Inclusive of all applicable duties ,Taxes, Freight,
Insurance, ETC.
Rs.
The party must include all the taxes / duties applicable for the above works, such as, Works Contract Tax, Service Tax, and any other taxes / duties applicable as of the date of submission of tender.
The party must indicate the absolute values and percentage of the taxes / duties considered in the offer, as indicated below.
Description Percentage Amount
(Rupees)
Works
Contract
Tax
Service Tax
Any other
taxes/duties
1.0 SPECIAL INSTRUCTIONS & SCOPE OF WORK
1.01 Location
The proposed sites are situated inside NINL Plant Premises at Duburi, Jajpur Road,
Orissa.
1.02 Site Visit
Before tendering, the tenderer shall inspect the sites through site visits and study the
conditions prevailing in and around the proposed site. They will cover all such aspects in
their rate carefully and no claim whatsoever shall be entertained later or the plea of
ignorance of site conditions.
1.03 In case of any difference/discrepancies, in the provisions of NIT, General Instructions, General Conditions and the Special Instructions and Scope of Work, the stipulations under Special Instruction & Scope of Work shall prevail.
1.04 SCOPE OF WORK
The scope of work for this package includes all Civil Engineering Works of all ancillary
units and some technological units connected with the BOF Plant, Gas Cleaning Plant
and Continuous Casting Plant including site leveling, buildings of all types, foundations,
overhead water tanks, underground constructions, pump houses, sub-stations, Conveyor
Galleries & Junction Houses, roads and drains, basements, etc. all as per drawings,
instructions and specifications to be furnished from time to time by the purchaser.
Major units under the scope of this package shall be as follows (steel superstructure shall
be covered in separate package)
1. Part – A - Lime & Dolomite Kiln Complex including site clearance;
Bulk Material & Ferro-Alloy Storage; Oxygen plant,
Compressed Air Station and Road, Drains & Culverts,site
levelling
1.05 In the event of any discrepancy between drawings and specifications, it may be noted that
drawings shall supersede the specifications. Similarly in case of any discrepancy between
description in specification or drawings and schedule of items, the provision in schedule
of items shall prevail.
1.06 Working Drawings
Five copies of working drawing shall be issued to the successful tenderer for construction
purposes. Drawing shall be issued in phased manner conforming to detail project
schedule and review of site progress from time to time. Contractor shall submit monthly
programme indicating their planning for execution of works in various units for smooth
flow of drawings. No Bar bending schedule shall be issued for this project. Contractor
will have to prepare Bar bending schedule for the purpose of construction.
1.07 Bench Mark
Standard bench mark reference pillar indicating the absolute level and reference axes
shall be handed over to the contractor. Contractor shall construct all other survey pillars
required by them for survey work with reference to the bench mark pillar. The contractor
shall take all precautions to protect the survey pillars from being
damaged/dislocatedduring progress of work by providing suitable barbed wire fencing
all-round the survey pillars.
1.08 Order Book
For issuing site instruction to contractor the Engineer shall maintain duplicate/triplicate
order books with pages numbered. All written site instruction shall be given on this book
which shall be signed by the contractor as token of his acceptance of the same. One
carbon copy of the instruction shall be handed over to the contractor for his taking
necessary action and record. Any instruction given to the contractor in the order book
shall have the same force as that of any instruction conveyed to the contractor through a
registered letter.
1.09 Dimensions
Figured dimensions shall prevail in preference to scaled dimension. Large scale details
will supersede small scale details shown in drawings. In case of discrepancy between the
two, the contractor shall obtain clearance of the Engineer before proceeding with work.
1.10 Specifications
Specifications for construction work and materials given in the technical specification
booklet(Specification NO. 11.Civil.GS.07 ) under Annexure or the details specified on
drawings shall be of best standard. If the specification for any item of work and material
is not available in the documents attached to the tender then “Specification of Work”
( latest edition) published by CPWD shall be followed.
1.11 Extra Item
Rates of extra items of work shall be analysed as per the stipulation in G.C.C. Contractor
shall however, carryout the extra items of work on receiving instructions from Engineer
pending approval of rates. Rate shall be approved after submission of detail rate analysis
by the contractor along with measurement and all other documents/information stipulated
in G.C.C.
1.12 Works not to be misused
All works under or in course of execution or executed shall not be used by the contractor
for any of his purpose e.g., storage of materials, residential, office etc. under any
circumstances.
1.13 Sequence of Work
Contractor shall plan and sequence all works so as to achieve the desired progress
keeping in mind overall safety and stability at all point of time.
If due to particular design or specification or availability of machines or any other reason,
a particular sequence of operation is demanded by the Engineer due to which some
interruption to any one or more types of work or items of execution are inherent, then no
claim for such interruption shall be entertained and contractor shall have to follow the
sequence as instructed by the Engineer.
1.14 Specialised Agency
Works like piping, hydro insulation, polymeric injection grouting of underground
premises, water storage structures false flooring, false ceiling etc. shall be carried out by
employing approved agencies as are specialised in the respective field.
Any guarantee obtained by the contractor from such specialised agency shall be passed
on to the purchaser at the end of the maintenance period of the contract.
1.15 Measurements
Unless otherwise specified, the mode of measurement of all works shall be according to
provisions of IS : 1200 ( latest version)
1.16 Damages
Any existing services or other properties if damaged or demolished during the course of
execution either willfully or negligently, shall be repaired and re-erected by the
contractor at his own cost.
The contractor will take all precautions against damages due to rain and storm and no
liability shall rest with the purchaser for any loss for redoing of any work due to this
account.
Existing underground services coming in the way of trench or foundation excavation etc.
have to be adequately supported by the contractor at his own cost so as to avoid any
damage to those services. In case of any accidental damage, the contractor shall arrange
to rectify and reinstall those services immediately at their own cost.
1.17 Testing
All sewers, manholes, drainage lines shall be tested for smooth flow without any
stagnation as per specification. Smoke test shall be conducted on sewer lines. Pressure
test shall be carried out in all water supply lines as per specifications by dividing the
whole system, if required, into suitable number of sub-systems by using stop cocks etc.
for isolation of system. Before putting the bibcocks etc. entire water supply plumbing
lines shall be pressure tested for ensuring no leakage condition. All such tests shall be
carried out by the contractor at their own cost.
1.18 Quality Assurance
(a) To ensure quality of construction, the contractor shall ensure inspection and
testing of all materials and works in presence of the Engineer or his representative
at their own cost conforming to specifications.
(b) All certificates and guarantees obtained by the contractor from different suppliers
of materials, sub-contractors doing part job, manufacturers of doors, windows etc.
shall be passed on to the purchaser.
(c) All defective materials/works which do not conform to the specification shall be
dismantled and removed from site by the contractor at his own cost on receiving
instruction from Engineer.
(d) The contractor shall provide a site laboratory with equipments, maintain and
engage qualified technical personnel at the site to run the site laboratory at their
own cost all routine test of cement, aggregate, sand, bricks, concrete cubes,
moisture content for timber etc. shall be conducted at site and equipment required
for the same shall be kept in site laboratory. All provisions for accelerated
concrete cube test should also be provided in the laboratory for predicting the
strength of concrete early.
(e) For tests, which are not possible to be carried out at site laboratory, contractor
shall arrange to send requisite sample to approved laboratory out side the site and
get those tested as required entirely at their cost.
(f) Before starting any concreting or erection work at site, the stage passing
certificates have to be obtained from the Engineer in the formats to be mutually
discussed and agreed.
(g) As built survey details marking location of all bolts and inserts shall be submitted
to the Engineer by the contractor within 7 days of casting so as to enable further
structural/equipment erection without any loss of time.
(h) Before covering up any work within excavated pits, clearance has to be taken
from Engineer in respect of completion of said works as per drawing and
specifications.
1.19 Explosives
Explosives shall not be used in works without written permission from Engineers.
Explosive shall be stored only at approved place in suitable magazine as per statutory
requirements and cost of all handling and storage of explosive shall be borne by the
contractor.
1.20 Cement and Reinforcement Steel
(a) Only Portland grey cement/BF slag cement shall be issued free of cost by the
purchaser as per provisions of G.C.C. No white cement or special cement shall be
issued by the purchaser for any work and the same shall be arranged by the
contractor at their cost.
(b) Cement required for manufacture of precast floor tiles, precast manhole covers
etc. from outside suppliers of these items and shall not be replenished by the
Purchaser. Cost of cement for such items shall be included by the Contractor in
the quoted rates.
(c) Cement issued for works shall not be taken out of site under any circumstances.
(d) Responsibility for ensuring the quality of cement being issued by the purchaser
shall rest with the contractor. If the contractor uses the cement without any check
on quality which may result in poor quality construction then dismantling and re-
doing such defective structures shall be at contractor’s cost. No claim whatsoever
due to poor quality of cement shall be entertained later.
(e) All cement issued by the Purchaser shall be accounted for by the contractor as per
provisions of GCC.
1.20.01 Reinforcement Steel
(a) Only tor steel and mild steel plain reinforcement bars as per requirements of
construction drawings shall be issued by the purchaser free of cost as per
provisions of GCC.
(b) Reinforcement steel required for manufacturing any precast units like kitchen
sinks, fencing posts etc. outside plant premises shall not be issued by the
Purchaser.
(c) Reinforcement steel issued to the contractor shall not be used for fabrication of
inserts, bolts or any other fabricated structures.In case of such works ,recovery
shall be made at 150% if the cost incurred by the purchaser for procurement of
steel.
(d) Reinforcement steel issued for works shall not be taken out of the project
premises under any circumstances.
(e) All reinforcement steel issued free of cost by the purchaser shall be accounted by
the contractor as per provisions of GCC.
1.21 Mobilisation
1.21.01 Within 15 days of placement of Letter of Award (LOA), the contractor shall complete
following minimum mobilization as mentioned under 1.21.02 at site to the satisfaction of
the Engineer. Mobilisation has to be further augmented as advised by the Engineer and
mutual discussion as required for maintaining schedule progress of various
units/activities.
1.21.02 Minimum Mobilisation For each Part
i) 1 cum capacity pocclain - 1 nos.
ii) Dumper - 5nos.
iii) Dozer 0-8 - 1 nos.
iv) J.C.B - 1 no.
v) Boring rig with accessories for tube well - 1 set
vi) Road roller - 1 no.
vii) Batching plant (15/30 cum) - 1 set
viii) Transit mixer - 2 nos.
ix) Shuttering plates - 2000m2
x) Staging pipes & props - 30000 RM
xi) Compressor (200 cfm) - 1 set
xii) Diesel generator (60 KVA) - 1 sets
xiii) Diesel generator 15 KVA - 1sets
xiv) Needle vibrators with m/c - 6 sets
xv) Water pumps (5 to 10 HP) - 2 sets
xvi) Pavement breakers - 1 sets
xvii) Welding transformers - 1 sets
xviii) Laboratory equipments - 1 set
xix) Survey instruments (Theodolite level, tape - 1 sets
etc. with surveyor)
xx) Tractor & trailor - 1 set
xxi) Tippers & trucks - 3 nos.
xxii) Cube moulds - 8 sets
xxiii) 10/7 concrete mixer/mobile weigh batchers - 2 sets
xxiv) Vibro Rammer / Plate Compactor - 1 Nos.
1.22 Time Schedule
1.22.01 Works on mobilization shall start immediately on placement of LOA. A bar chart
indicating unit wise start and completion of units shall be prepared by the contractor and
finalized with the Purchaser/Engineer on mutual discussion keeping in-view the overall
time schedule as mentioned under 1.22.02.
1.22.02 All works of Auxiliary Facilities shall be completed with in 12 months from placement of LOA.
1.22.03 If progress achieved during construction does not match with overall completion, the
Engineer may ask to further augment measures to achieve the target completion.
Contractor shall arrange to mobilize resources accordingly without any extra cost to the
purchaser.
1.23 Heat Resisting Concrete
1.23.1 General
This specification lays down requirements of heat resisting concrete of Mark-25 & Mark-
30 to withstand temperatures up to 350 & 7000 C. This concrete is required to withstand
high temperature, such as in foundations for coke oven batteries, furnaces, flues, stoves,
reheating furnaces, soaking pits, etc. Heat resisting concrete actually used in works shall
have 28 days compressive strength of 25N/mm2 & 30 N/mm
2 on 15 cm cube specimen.
1.23.2 Materials
Mark-25 & Mark-30 concrete for temperatures upto 350 & 700 degree ‘C’ shall be made
up of (i) Portland slag cement (ii) Basalt coarse aggregates and (iii) Basalt sands.
The approximate quantities of materials required per cubic meter are as follows:
M-20 M-30
Portland slag cement 400 kgs 500 kgs
Basalt sand 800 kgs 700 kgs
Basalt coarse aggregate 1000 kgs 900 kgs
Water cement ratio 0.55 0.45
Portland slag cement shall conform to IS:455 – (Latest Revision)
Basalt sand shall be from fresh, good quality of basalt.
For grain composition as in table below:
Mesh of sieve in mm Total residue in % age (by wt.)
5.0 0-15
1.25 20-55
0.14 80-100
Basalt coarse aggregates shall be 20 mm down graded and from freshly quarried basalts
free from dust and foreign materials.
For grain composition as in table below:
Basalt Coarse Aggregate
Fraction Dimensions (mm) Total residue in percent by wt. for
sieves with mesh in mm.
20 10 5
5 - 20 0-5 30-60 100
The quantity of materials mentioned above are for planning purpose only. The exact
quantity of materials shall be ascertained from the laboratory results and to satisfy criteria
of strength and thermal properties of concrete.
1.23.3 Properties
Heat resisting concrete shall possess the following physical and mechanical properties.
M25 M30 M25 M30
a) Limit temperature of service with
one sided heating
3500C 700
0C
b) 28 days compressive strength 25N/mm2 30N/mm
2 25N/mm
2 30N/mm
2
c) Minimum permissible residual
strength after heating upto
80% 40%
1.23.4 Tests
Tests on heat resisting concrete samples shall be conducted to find:
a) Residual compressive strength after heating upto 3500C or 700
0C
b) Compressive strength of concrete specimens hardened in normal conditions.
10 cm cube specimens of concrete shall be provided for tests as follows:
a) Tests for compression at the natural humidity after 7 days - 3 nos.
b) Tests for compression after drying at 1050C after 7 days - 3 nos.
c) Tests for compression after drying at 1050C and with - 3 nos.
subsequent heating uptp 350/7000C after 7 days.
d) Tests for compression under normal conditions after 28 days- 3 nos.
e) Control specimens - 3 nos.
Compaction on concrete mixture in the moulds should be made on the vibrating platform.
Laying and vibration of concrete mixture in moulds should be completed not later than 25
minutes after mixing. Duration of vibration should not exceed 1.5 minutes. The moulds
with concrete should then be kept covered with moist cloth for 48 hours. The specimen
shall be taken from moulds and kept in a chamber with 90% humidity at temperature
200C plus or minus 2
0C prior to testing. The specimens should be taken from the chamber
not earlier than 1 hour before testing.
1.23.4.1 Compressive strength of specimens cured under normal conditions.
The test load shall increase continuously at the rate of 2 to 3 kg/cm2 per second till
failure.
The compressive strength shall be taken as the average of two maximum test–results of
the three specimens. The compressive strength of 10 cm cubes shall be multiplied by co-
efficient 0.90 to get the equivalent strength of 15 cm cubes.
1.23.4.2 Residual compressive strength after heating.
6 nos. of 10 cm cubes specimens cured under normal conditions (at 200C plus or minus
20C and 90% humidity) during 7 days shall be dried in the oven for 32 hours, gradually
raising the temperature to 1050C as follows:
Time in hours Temperature in 0C
0 25
1 75
2 100
30 100
32 105
Then, three of the specimens dried, as above, shall be cooled to 250C and tested for
compressive strength as before. The equivalent compressive strength for 15 cm cubes
shall be corrected as explained above. Compressive strength of dried specimens (1050C)
shall be same as that of the specimens cured under normal conditions.
The other three specimens already dried to 1050C during 32 hours shall further be heated
350/7000C in a muffle oven as follows:
Time in hours For service temp. of 3500C For service of 700
0C
0 105 105
1 150 150
2 250 300
3 350 450
4 350 550
5 350 650
6 350 700
7 350 700
8 350 700
The specimens then shall be cooled to 250C and air cured for 10 days and tested for
compressive strength as usual. Residual compressive strength after 7 days (after heating
350/7000C) shall be expressed as a percentage of the 7 days compressive strength of the
naturally cured specimens. If the specimens, heated to 350/700 degree C and then cooled
and cured, show deep cracks outside, the concrete must be rejected even if other strength
criteria are satisfied.
The usual test for 28 days compressive strength in three specimens shall be conducted
under normal conditions and the average of the two maximum results shall be multiplied
by 0.90 to get equivalent strength for 15 cm cube.
1.23.4.3 For heat resisting concrete of Mark -25 & Mark-30, the 7 day compressive strength on
15cm cube shall be minimum 17 N/mm 2.
T & 20 N/mm 2
.The test results at 7 days shall
comply with this requirement. The tests described above related to samples of concrete
taken from actual concreting of the works. Samples of concrete from works shall be taken
to prepare the cube specimens for tests once for every 50mm3 pour of concrete or part
thereof.
1.23.4.4 Preliminary tests may be conducted in the same manner as described above for works
tests, before commencement of concreting operation for the purpose of designing the
concrete mix. However, preliminary tests shall indicate 28 days compressive strength of
at least 31 N/mm 2
& 38 N/mm 2
for 15 cm cube for concrete mark M-25 & M-30
respectively.
The final composition of concrete, gradation of aggregates, water cement ratio etc. shall
be ascertained by means of a series of preliminary tests.
1.23.4.5 Other requirements regarding workmanship shall conform to specifications of concrete in
this series.
PREAMBLE TO SCHEDULE OF QUANTITIES FOR INCLUSION IN RATES
OF ALL ITEMS OF WORK
2.0 GENERAL
This preamble to the schedule of quantities is an integral part of the schedule and shall
have as much force as though this is incorporated into the description of the items
themselves.
Contractor’s rate for any items of work in the schedule of items shall, unless otherwise
stated, be held to include the cost of all materials, including wastage, conveyance and
delivery, unloading, storing, fabrication, hoisting, all labour for finishing to required
shape and size, tools and plants, power, fuel consumables, all taxes, royalties, other
revenue expenses, temporary facilities like roads, drains etc., providing temporary storage
facilities for cement, steel and other materials and their subsequent dismantling,
scaffolding and other temporary works, setting out, fitting and fixing in position, site
drainage, dewatering, offering samples for approval cost of all tests, rectification of all
defects replacement of defective materials and work, interruptions to work required to
accommodate the work of other agencies working on the site continuation of work
beyond working hours in the night and holidays also if situation warrants so, site
clearance on completion, maintenance work during the period of maintenance, bye-work
necessary to complete any particular item of work as per specification and direction of
the Engineer, overheads, profit and other incidental charges.
The Purchaser shall supply grey Portland cement / BF slag cement and Reinforcement
steel to the contractor free of cost. Accordingly Contractor shall exclude the cost of
cement & reinforcement steel from the relevant items.
2.1 CONSTRUCTION WATER
2.1.1 Entire construction water shall be supplied through borewells. The contractor will have to
install 2 Nos. of effective borewells. The borewells shall be developed by the contractor
as per enclosed sketch. The contractor will probe most suitable location for the borewells
on consideration of availability of underground water. Before final boring operation is
started clearance has to be obtained from Engineer so as to avoid any technological
interference in future. The borewells shall be measured and paid as per item MS-14
subject to the following.
No payment shall be made to the contractor for the borewell for which the yield will be
less than 5m3/hr.
Contractor shall make underground masonry / concrete storage tank to store construction
water sufficient for at least 3 days use in construction at their own cost. Provision of
pump and all pumping cost from the storage tank including distribution network etc. to
various user points at site shall be planned by contractor and provided at their own cost.
Any damage done to the borewell after commissioning of the same, shall be repaired /
replenished by the contractor at their cost under intimation to the Engineer.
2.1.2 In case of failure of bore wells, NINL will provide construction water from other sources
at a single point. However the contractor shall make all arrangements including pipes,
valves etc. to draw water at his own cost.
2.2 CONSTRUCTION POWER
2.2.1 Purchaser shall make 3¢, 415 V ± 10 % 50 Hz ± 6%, 4 wire AC power available at one
point till completion of the construction work.
Contractor shall make its own arrangement at its own cost for further distribution for
carrying out the construction work and illumination of contractor’s stores, site office etc.
The maximum distance for tapping of construction power may be taken 200 m from
purchaser’s switchboard.
The contractor shall furnish the requirement construction power (max demand in KVA)
to the purchaser for arranging construction power.
In case of any failure of power or disruption in power supply arrangement by the
purchaser, the Contractor shall be responsible to arrange for alternate power through DG
sets and no compensation for such disruption shall be paid to the contractor.
3.0 EARTH WORKS (SECTIONS: SC & EW)
The rate of the related items shall include, but not be limited to the following:
3.1 General
3.1.1 Setting out works, profiles etc. with reference pillars and their removal after completion
of work.
3.1.2 Taking levels and reference axes wherever necessary from reference lines and bench
mark, both for the original level as well as for the finished work as directed.
3.1.3 Unless otherwise specified site clearance such as clearing of shrubs, green brush wood,
under-growth and small trees not exceeding 30 cm. in girth at one meter above ground
including uprooting stacking the serviceable materials within 1 Km lead and removal of
all the rubbish unserviceable materials upto 5 Km lead.
3.1.4 Working in both dry, wet and foul conditions.
3.1.5. No distinction of rate between the work done manually or mechnically.
3.1.6 Dewatering, wherever necessary.
3.1.7 Forming (or leaving) “Dead men” or “Tell-tales” borrow pits and their removal after
measurement.
3.2 Site Levelling
3.2.1 The work shall include filling / back filling, levelling and compaction of the excavated
earth. Payment shall be made for excavation only and no separate payment shall be made
for filling / back filling except where earth is borrowed from elsewhere for site levelling
works and will be paid separately.
3.2.2 Costs of all tests necessary and / or directed for the compaction of the filling / back filling
of site levelling works.
3.3 Excavation
3.3.1 Planking and strutting to retain the excavated sides and to protect the adjoining structures
and services including removing the same.
3.3.2 Dewatering of accumulated water from any source till completion of all works below
ground level including provision of surface drains, catchments pits etc. wherever
necessary.
3.3.3 Providing adequate protection for safety of labour, materials, adjoining property,
services, structures and equipment and install barriers around the excavation area,
foundation, trenches, pits and red lights during night time, engage watchman for safety
against risk or accident.
3.3.4 Stacking the excavated materials within the specified leads.
3.3.5 Forming (or leaving) suitable steps on the sides or / and providing adequate and stable
side slopes in case of deep foundation or soft, loose or slushy soil and removal of steps
after measurements.
3.3.6 Removing slips or falls in excavations.
3.3.7 Dressing and trimming to required level, profile and gradient.
3.3.8 Excavation to desired gradients in case of trenches.
3.3.9 Extra excavation beyond drawing / specification for necessary working space, for safety
requirements and other allied works including handling and rehandling, back filling and
compacting the same.
3.3.10 Removal of the surplus excavated earth, to the specified location as directed and leveling
the same.
3.3.11 Filling with cement concrete (with stone aggregate) MSB and well rammed in position,
all excavation taken down below the proper levels due to carelessness of the contractor.
3.3.12 Sprinkling of sand and water over final bed and ramming the same before laying soling
and concrete.
3.4 Filling / Back Filling
3.4.1 Filling / Back filling with excavated earth or from spoil heaps shall include the
excavation / re-excavation from such sources, all re-handling and removing unwanted
materials from the soil.
3.4.2 Compacting, leveling, watering, trimming to levels, profiles and gradient as per drawing,
specification and / or directed.
3.4.3 Cost of all tests, as specified and / or directed for the filling / back filling works.
3.5 Technical Clarification on Clause 3.1 to 3.4
3.5.1 Owner will identify the locations of borrow pits and earth will be given free of cost
anywhere within the project site.
3.5.2 Location for disposal of surplus excavated materials will be decided at site during
execution so as to avoid re-handling.
3.5.3 All kinds of soil shall mean ordinary soil, hard soil and soft / decomposed rock (including
soft & hard laterite and studded boulder) as per classification of soil mentioned in the
Technical Specification excepting hard rock to be paid under separate item.
3.5.4 All excavation measurement shall be made on the basis of block excavation as mentioned
under item of Earthwork and no measurements towards side slopes,working space,safety
ramps etc. shall be taken nor paid.
3.5.5 The contractors will have to plan side slopes of excavation keeping in mind all safety
aspects.They may obtain approval of the purchaser time to time as required.
3.5.6 All dewatering, as required,by pumping out surface water,seepage water,rain water and
water pumped from surrounding into the excavated area,etc. shall be carried out by the
contractor at no extra cost and the dewatering has to be continued till the area is back
filled after completion of all works like concreting,treatment for water tightness,painting
of concrete surfaces and miscellaneous other works.Before taking up any back filling
approval has to be taken from the purchaser in writing.
3.5.7 Any work for lowering the water table by adopting well point method etc.(if advised by
the purchaser) shall be paid extra.
3.5.8 Extra excavation beyond those shown in drawing due to blasting or otherwise shall have
to be filled-up with PCC M-5 or compact sand or compact Aggregates,as approved by the
purchaser,at no extra cost to the purchaser.
3.5.9 Disposal/stacking of excavated material,debris etc. shall be planned by the contractor
keeping in mind the quantum of earthwork required by them for back filling/refilling
etc.No extra payment shall be made by the purchaser towards double handling.
3.5.10 Borrow pits for borrowing of earth as required in works shall be arranged by the
purchaser free of charges.The contractor shall not borrow earth from the project premises
without proper approval from the purchaser regarding its location etc.
3.5.11 All compaction of earthwork in back-filling work shall be done by mechanical
rammers.In exceptional cases,where mechanical rammers cannot be practically deployed
,manual compaction may be acceptable after suitable approval by the purchaser,However,
all testing as required for compaction shall be carried out by the contractor as per
specification at their own cost.
3.5.12 Earthwork item EW-1 to EW-6 includes excavation of soft Laterite rock.Excavation in
hard Laterite rock shall be excluded from these items.Excavation for hard laterite rock
will be paid under separate items.
3.5.13 In Item No. EW-13 if hard rock is encountered the same shall be paid under respective
earth work item EW-7 to EW-10.
3.5.14 Payment under excavation items shall be done in the following proportion:
a) 70% for excavation and disposal.
b) Balance 30% after back filling is done.
4.0 CONCRETE (PLAIN AND REINFORCED) (SECTION : CC)
The rate of the respective item shall also include but not be limited to the following as
described hereinafter in different Sub-Heads.
4.1 Concrete
4.1.1 Setting out all works from reference axes and bench marks.
4.1.2 Cleaning, washing and screening of aggregates whenever necessary.
4.1.3 Dewatering of all foundations and areas during concreting.
4.1.4 Cement slurry/cement mortar slurry at construction joints and cold joints.
4.1.5 Provision of Building paper and bearing plaster at bearing of slabs resting over walls.
4.1.6 All the appropriate provisions as stipulated in the specification of concrete chapter for
materials. Design Mix. Preparatory works/surface preparation of concreting, facilities for
checking, batching, mixing, transportation, placing and compaction of concrete
requirements in special cases of concreting, appropriate finishes to exposed surface,
curing by appropriate means, all types of testing including hydraulic testing for
Reservoirs, water tank etc. as directed.
4.1.7 Provision of construction joint (Water bar excluded) and surface preparation of
construction joint and cold joint, before placement of concrete.
4.1.8 Provision of chases, holes/openings as per drawing and grouting with cement mortar as
directed.
4.1.9 Cleaning all anchor holes and keeping them, covered.
4.1.10 Protection of the structures/premises, foundations till final handing over and keeping the
premises, basement etc. dry.
4.1.11 The hacking or roughening the exposed surface to receive plaster or where it is to be
joined with brick masonry wall.
4.1.12 Providing moulding, throating, drip course etc. unless mentioned otherwise in schedule of
Items.
4.2 Reinforcement
4.2.1 Cleaning and protection of reinforcement and decoiling and straightening of bars, if
required.
4.2.2 Provision of chairs, spacer bars, incidental welding, spacer blocks, binding wires etc.
4.2.3 Preparation of bar bending schedule.
4.3 Form Work
4.3.1 Setting out the form works as per drawing.
4.3.2 Preparation of the design of the form work whenever necessary and providing the same.
4.3.3 Provision of necessary staging and scaffolding, including all measures necessary for easy
movement and inspection.
4.3.4 Provision of splayed edges, notching allowance for overlaps and passing at angles,
battens, centering, strutting, propping, bolting, mailing, wedging, easing, striking and
removal.
4.3.5 Cleaning the shuttering preparation of the form work surface sealing the joints, provision
of chamfers, cambers and form of preparation for concreting rectification of any faulty
works all as specified and as directed.
4.3.6 Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
4.3.7 Dressing with oil to prevent adhesion of concrete with shuttering and: raking or circular
cutting.
4.4 Embedded Parts
4.4.1 Cleaning the embedded parts including the fixtures before use.
4.4.2 Provision of all jigs and fixtures, templates etc. which are not the integral parts of the
embedded parts, but necessary for fixing the embedded parts in position including all
necessary welding, tying, plugging etc.
4.4.3 Providing approved anti-corrosive paint on the exposed surface as directed.
4.4.4 Providing grease on the exposed portion of the anchor bolts and covering them by some
approved means.
4.4.5 Protecting all embedded parts till the completion of the respective erection.
4.5 Precast Concrete
4.5.1 Provision of casting yard and moulds.
4.5.2 All the provisions as stipulated in the specification of concrete chapter and special
concrete chapter for materials, design mix, checking, batching, mixing, placement
compaction and curing of concrete, testing of concrete etc.
4.5.3 Providing necessary moulds/shuttering and necessary surface finishes after stripping off
the same.
4.5.4 Transportation, handling, erection, filling the joints/holes with approved grouts and
provision of all necessary safety measures while handling and erection.
4.5.5 Setting in position in 1:2 cement mortar or as specified.
4.6 Grouting
4.6.1 Preparation of base surface as specified including dewatering wherever necessary.
4.6.2 Provision of necessary shuttering including necessary surface finish after stripping.
4.6.3 Curing by approved means.
4.6.4 Cleaning the pockets/holes before grouting.
4.7 Damp-Proof course Concrete
4.7.1 Preparation of base surface as specified including dewatering wherever necessary.
4.7.2 Provision of shuttering including necessary surface finish after stripping.
4.7.3 Curing by approved means.
4.7.4 Provision of approved admixture as per manufacturer’s specification where such
admixture is specifically mentioned.
4.8 Technical Clarification on Clause 4.1 to 4.7
4.8.1 Coarse and fine aggregates should be as per specification.
4.8.2 Owner/consultant shall decide use of plasticizer.
4.8.3 All laps, hooks, bends will be paid as per specification. Chairs, spacers, supports and
unauthorized laps and ties will not be paid but will be considered for reconciliation of steel. As
per preamble to schedule of quantities all incidental welding are included. Tenderers should
quote accordingly.
4.8.4 Removal of shuttering should be as per specification.
4.8.5 Reinforced Bars issued to contractor free of cost,when allowed to be used for fabrication of
anchors for inserts,shall be recovered from the contractor at cost price plus 15% from the
respective Running Bills.
4.8.6 Reinforcement Bars used for fixing of bolts & inserts in position other than those shown in
drawings,shall be at the cost of contractor.The recovery shall be made from the contractor for
such steel at cost price plus 15% from the respective Running Bills for such steel jointly
measured.
4.8.7 All welding carried out for keeping the reinforcement in position shall be to the contractor’s
account and no separate payment shall be made.However,welding for splicing of reinforcement
only will be paid extra per joint basis if shown in drawing or approved by the purchaser.
4.8.8 Cement & Reinforcement steel also will be issued to Contractor for approved enabling works
within the plant premises and recovery against these shall be cost plus 15% from Running Bills.
4.8.9 For Owner’s supply item (cement & reinforcement steel) the cost shall mean the Procurement
cost of NINL at site.
4.8.10 Quality of Anchor Bolts shall be as per IS :2062 (Grade-A)-1992 having property class 4.6
(minimum) conforming to IS:1367 (part-3)-1991.
5.0 MASONRY (SECTION: MN)
The rate of the respective items shall be for the complete finished work and shall also include,
but not be limited to the following bye works/activities all complete at all levels and locations
and as per specification and as directed by the Engineer.
5.1 Setting out the works as per drawings.
5.2 Dewatering during works in foundations and in particular cases, if found necessary.
5.3 Provision of scaffolding, platform, ladder, etc. including all necessary safety measures and
accessibility and removal of the same.
5.4 Necessary surface preparation of dissimilar materials for proper bonding with masonry works as
specified and as directed.
5.5 Providing opening/holes for which no deduction is made in the measurement.
5.6 Extra provision necessary in ends of beams, joints, slabs and the like, with necessary levelling.
5.7 Raking of joints, as the work proceeds.
5.8 Bedding for plates, lintels, corrugated sheets and the like with necessary levelling.
5.9 Extra provisions necessary for projection, string course, sills, jambs, soffits of openings.
5.10 Curing by appropriate means.
5.11 Provision of metal pins, dowels, cramps etc. for stone veneering.
5.12 Provision of necessary form work, template and centering in case of arches.
5.13 Removal of unused materials, dirts, debris etc. and clearing the above after completing the
working particular area, if required.
5.14 Provision for drainage holes and recesses for cement concrete blocks, to embed holdfasts for
door, windows, etc.
5.15 Chases and holes for sanitary and other service viz. sanitary and electrical fittings, hangers for
pipes and cable supports and for call bells, clamps for light and fans etc. as shown in drawing or
as directed.
6.0 PLASTERING AND FINISHING (SECTION: FN)
The rate of the respective item shall be for the complete finished work and shall include,
but not be limited to the following bye-works/activities all complete at all levels and
locations and as per specification and as directed by the Engineer.
6.1 Preparation of surface to receive plaster/finish etc. cleaning of masonry/concrete surface
of all dust, loose mortar dropping, traces of algae, efflorescence and other foreign matter
and roughening by wire brushing or hacking as may be required and raking out of joints
where required.
6.2 Provision for scaffolding wherever required and removing the same.
6.3 Extra provision necessary to provide plastering/finishing in layers, when required.
6.4 All extra provision necessary for plastering/surface finish in arises, bonds, bends, closing
chases, rounded angles, drip coursed, string coursed, around openings/holes and around
dissimilar materials like metallic/timber/asbestos.
6.5 Nominal sprinkling of the cement slurry on the surface for proper grip and satisfactory
finishing of the plaster work, if required.
6.6 Providing richer mortar 1:3 in a width of 75 mm on either sides of arises of all doors and
windows.
6.7 All provisions necessary to achieve levels and true profiles.
6.8 Curing by appropriate means.
6.9 Removal of unused materials, dirts and debris and cleaning of area thoroughly, after
completion of the work in particular area, if required.
6.10 WHITE WASHING, COLOUR WASHING AND PAINTING
6.10.1 Preparing the base surface including necessary rectification and treatment.
6.10.2 Provision of surface ladders, scaffolding etc., wherever necessary.
6.10.3 Provision of prime coat wherever applicable.
6.10.4 Curing by appropriate means wherever applicable.
6.10.5 Cleaning the splashes and drippings on floors, equipments, pipelines, etc.
6.10.6 Additional work to rectify the improper workmanship specifically if final finish in not
satisfactory.
6.10.7 Protection of painted surface during application and till final handing over.
6.10.8 Provision of brushes, abrasive papers, indigo (neel) and gum.
7.0 FLOORING, PAVING AND FACING (SECTION: FL)
The rate shall include, but not be limited to the following:
7.1 Preparation of the base/subgrade before laying the flooring.
7.2 Provision of the under course (where applicable) including the required surface
preparation.
7.3 Provision of dividing strips wherever required.
7.4 Provision of necessary covers, chamfers, edging, roundings and the like in the junction of
floors with dado/skirting/other vertical surfaces, around the pipes/openings/ends and
other types of like cases.
7.5 Provision of small channels, grooves and the like.
7.6 Curing by appropriate means.
7.7 Provision of backing in case of linoleum/rubber/PVC/or similar flooring.
7.8 Working in isolated areas.
7.9 Provision of grinding and polishing when specified.
7.10 Necessary rectification to damages.
7.11 Protecting the floor till final handing over and maintaining the same within the
maintenance period.
7.12 Additional thickness, due to non uniform base/ floor concrete & natural deflection, the
thickness mentioned shall be finished and minimum.
7.13 Applying cement slurry on the sub-base/structural slab before flooring to have a proper
grip.
7.14 Provision of necessary panels to prevent construction cracks.
7.15 Finishing the surface ribbed or chequered or laid to falls if so desired.
7.16 Flooring in discontinuous strips or areas to suit the needs.
7.17 Providing necessary slopes as desired and rectification wherever any flooring is antislope.
7.18 Providing nosing at plinths, sills and steps etc. if so desired.
7.19 Providing treatment of construction, contraction joint.
8.0 WOOD WORKS & JOINERY (SECTION: WW)
The rate shall include, but not be limited to the following :
8.1 Frames and Scantlings
8.1.1 Making necessary holes/openings in masonry/concrete for fixing and jamming the same
with appropriate materials.
8.1.2 Provision of bituminous coatings or other anticorrosive paint coatings on the surface in
contact with concrete/masonry.
8.1.3 Provision of rawl plugs, screws, nails, pins, adhesives and the like, necessary for joinery
and fixing.
8.1.4 Provision of temporary wooden bracings and their removal.
8.1.5 Provision of rebates roundings and other type of curving as per drawing.
8.2 Shutters
8.2.1 Provision of necessary wooden cleats, wooden blocks, with necessary screws, nails,
adhesives, etc.
8.2.2 Provision for mouldings, rebates, rounding and other types of curving as per drawings.
8.2.3 Provision of all necessary nails, screws, washers, bolts, nuts, putties, adhesives etc.
9.0 IRON, STEEL & ALUMINIUM WORKS (SECTION: ST)
The rate shall include, but not be limited to the following:
9.1 Aluminium Hardware Fittings
Schedule of anodized aluminium hardware fittings to be fixed to door shutter under items
WW-3, WW-2 & WW-10
Tower bolts – two nos. size 250 x 10 mm in single shutter and three nos. in double
shutter.
Sliding door bolts – One no. size 250 x 16 mm in single shutter and two nos. size 300 x
16 in double shutter.
Door handle – Two nos. of size 125 mm in each shutter.
Hanging door stopper – One no. in each shutter.
Rubber buffer – One no. in each shutter.
Bright iron hinge – 100 mm three nos. in each shutter.
9.2 Metal Doors, Windows, Ventilations, Rolling Shutters
9.2.1 Making necessary holes/openings in masonry/concrete for fixing & jamming the same
with approved materials.
9.2.2 Shop fittings, assembly and shop coat of primer.
9.2.3 Doors, windows, gates, rolling shutters, glazed doors and windows and other items which
are measured in Sq.m shall include all the necessary frames, angles, plates, sheets,
holdfasts or lugs, locking arrangements, handles, bolting devices on both sides, hinges,
floor springs, pivots, guide rails and guide channels (wherever applicable), roller
(wherever applicable), hood (wherever applicable), rubber linings, gaskets and the similar
other fixtures necessary for fixing and locking arrangements (locks shall be separately
paid unless otherwise mentioned in particular schedule of quantities).
9.2.4 Steel doors, rolling grills, louvers, etc. which are measured in Kg. shall also include all
the appropriate fittings and fixtures as mentioned in 9.1.3 and the whole thing shall be
weighed as a single item for payment, unless otherwise stated.
9.2.5 Glazed doors/windows shall also include the glazing/glass panes glazing beads, glazing
clips, putty, gasket and the like.
9.2.6 Keeping the entire steel work free from corrosion and scrapping off and cleaning the rust,
if any.
10.0 SANITARY & WATER SUPPLY (SECTION: SW)
The rate shall include, but not be limited to the following:
10.1 Excavation, shoring and timbering, back filling and consolidation for pipes laid
underground. Earth work and refilling in the case of items of S.W. qully chambers,
manholes, drop connections, vent shafts, road qully chambers and inspection chambers.
10.2 Jointing haunching encasing in concrete where required for pipes laid underground unless
otherwise stated.
10.3 Making necessary holes/chases/openings in masonry/concrete/flooring/paving/facing for
laying and installation of the pipe lines/fixtures/specials and making good the same with
similar/approved material.
10.4 Supporting with clips, brackets, clamps, supports, saddles and the like and concealing in
the case of pipes laid over ground.
10.5 All required specials e.g. bends, tees, shoes, cowls plugs and like, excluding valves
unless otherwise mentioned in particular item.
10.6 Painting as described in the schedule of quantities & specification.
10.7 Finishing to required shape, size and gradient.
10.8 Caulking joints with appropriate material.
10.9 Testing of pipelines and manholes where called for including provision of all testing
equipments etc.
10.10 Jamming of supports in walls in the case of wash basin sink and the like.
10.11 Fixing wooden plugs etc, in wall for installing wash basin, kitchen sink, mirror, towel
rail, toilet paper holder and the like.
10.12 Rectification of damages and/or replacement of defective/rejected works.
10.13 Provision of protecting the same till final handing over and maintaining in accepted
condition within the service maintenance period.
10.14 The form work required for concrete and RCC provided in various items of this section
such as bedding.
10.15 Rounding or bottoming of the trench bed to fit the lower part of the pipe and grips dug to
take sockets, collars etc, is included in the rate for laying the pipes.
10.16 All jointing materials like cement sand hump/jute yarn, tarred gasket bitumastic
compound and red lead etc.
11.0 Roads & Pavements
The rates of related items shall include but not be limited to the following.
11.1 Roads
Pavement of earthwork in formation for road shall be made on the basis of pre-section
and post-section measurement after due compaction as specified.
11.1.1 Unless otherwise specified cost of all bye works and associated works viz setting out
survey works de-slushing, dewatering, training channels, blinding materials etc, shall be
deemed to have been covered in the quoted rates of items.
11.1.2 Cleaning and cleaning the surface of all grass, bushes, trees and other vegetation growth,
rubbish and other decayed materials. De-rooting of bushes and trees to the full depth and
filling and ramming the cavities thus formed with sand unless otherwise specified in
schedule of quantities.
11.1.3 Using power roller or hand roller as specified in schedule of item along with cost of fuel
and other running and operational charges.
11.1.4 Stacking of road construction materials in proper stacks as directed.
11.1.5 Cleaning and clearing the soling coat of the road, all caked mud, animal dung, etc. and
rectification of defect in camber and grade by filling up depressions and pot holes with
stone boulders. Rolling dry and wet so that bed is true to grade and camber.
11.1.6 Making two parallel mud walls 200 x 150 mm size having a distance between them equal
to the width to be metalled and at other places also like road junction and sharp curves if
so required by the Engineer.
11.1.7 Cleaning and clearing the water bound macadam surface of all caked mud, animal dung
and high patches and subsequent cleaning by wire brush, chisel, pick axe or any other
tools as directed by the Engineer and finally with hard brooms and fanning with qunny
bags so as to expose the edges of the stone to depth of 6 mm without dislodging the
interlock of the metals.
11.1.8 Repairing the pot holes, depression, undulations etc. in the macadam surface with chips
or ballast precoated with tar/bitumen including a tack coat and rolling the surface to
correct camber and grade.
12.0 Anti-Termite Treatment
The rate shall include, but not be limited to the following:
12.1 Treatment of excavated foundations.
12.2 Treatment of back filling.
12.3 Treatment of plinth both on excavation and on filling.
12.4 Treatment around entry / exit of pipes.
12.5 Treatment of wood work in ground floor.
12.6 Service guarantee for 10 years including rectification of any defects during guarantee
period. 10 year guarantee bond will be signed jointly by the contractor and specialized firm.