invitation to tender - ninl > home pkg117 r 2 _part-a.pdf · 2008. 11. 29. · neelachal ispat...

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)


IRON AND STEEL PLANT

DUBURI, ORISSA

ITT FOR CIVIL WORKS FOR AUXILLIARY UNITS 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



DUBURI, ORISSA


SECTION – I: INVITATION TO TENDER



DUBURI, ORISSA


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).



DUBURI, ORISSA


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.



DUBURI, ORISSA


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



DUBURI, ORISSA


SECTION- II: INSTRUCTIONS TO BIDDERS (ITB)



DUBURI, ORISSA


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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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:



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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;



DUBURI, ORISSA


(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.



DUBURI, ORISSA


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:



DUBURI, ORISSA


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



DUBURI, ORISSA


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).



DUBURI, ORISSA


SECTION-III : BID DATA SHEET (BDS)



DUBURI, ORISSA


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.



DUBURI, ORISSA



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.



DUBURI, ORISSA



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.



DUBURI, ORISSA


SECTION-IV : FORMS



DUBURI, ORISSA


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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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]



DUBURI, ORISSA


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.



DUBURI, ORISSA


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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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)



DUBURI, ORISSA


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.]



DUBURI, ORISSA


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. ]



DUBURI, ORISSA


SECTION-V : PRICE SCHEDULES

[PRICES SHALL BE FILLED IN BY TENDERERS IN SCHEDULE OF QUANTITIES INCLUDED UNDER

SCHEDULE – 4 OF THE DRAFT CONTRACT]



DUBURI, ORISSA



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



DUBURI, ORISSA


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



DUBURI, ORISSA


DRAFT CONTRACT AGREEMENT



DUBURI, ORISSA


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



DUBURI, ORISSA


(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



DUBURI, ORISSA


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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.]



DUBURI, ORISSA


ANNEXURES



DUBURI, ORISSA


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



DUBURI, ORISSA


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.]



DUBURI, ORISSA


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 )


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.



DUBURI, ORISSA


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.


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 …………………………. ………………………….



DUBURI, ORISSA


Annexure - III

FORM FOR

BANK GUARANTEE FOR ADVANCE PAYMENT

(To be established through any Nationalised Bank/First Class Scheduled Bank at Bhubaneswar




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.



DUBURI, ORISSA


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.


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


the above Bank

Address ………………………….

………………………….



DUBURI, ORISSA


Annexure - IV

FORM FOR

BANK GUARANTEE FOR PERFORMANCE GUARANTEE

(To be established through any Nationalised /First Class Scheduled Bank at Bhubaneswar




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.



DUBURI, ORISSA


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.


(Banker’s Name)

Branch Manager

(Banker’s Seal)

Signed and Delivered


the above Bank

Address ………………………….

………………………….



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


SCHEDULE - 1 : GENERAL CONDITIONS OF CONTRACT



DUBURI, ORISSA


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



DUBURI, ORISSA


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



DUBURI, ORISSA


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



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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


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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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.



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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.



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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.



DUBURI, ORISSA


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.



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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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(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.



DUBURI, ORISSA


(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:



DUBURI, ORISSA


(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.



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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



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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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(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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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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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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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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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.



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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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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



DUBURI, ORISSA


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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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



DUBURI, ORISSA


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


(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


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



DUBURI, ORISSA


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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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



DUBURI, ORISSA


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



DUBURI, ORISSA


(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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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



DUBURI, ORISSA


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


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



DUBURI, ORISSA


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



DUBURI, ORISSA


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



DUBURI, ORISSA


(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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


(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.



DUBURI, ORISSA


(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



DUBURI, ORISSA


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.



DUBURI, ORISSA


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.



DUBURI, ORISSA


SCHEDULE – 2 : SPECIAL CONDITIONS OF CONTRACT



DUBURI, ORISSA


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.”



DUBURI, ORISSA



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



DUBURI, ORISSA



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.



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 )]



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



DUBURI, ORISSA


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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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 :



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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 :



DUBURI, ORISSA



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



DUBURI, ORISSA



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


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)



DUBURI, ORISSA



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 :



DUBURI, ORISSA


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



DUBURI, ORISSA




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



DUBURI, ORISSA




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



DUBURI, ORISSA




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



DUBURI, ORISSA




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:



DUBURI, ORISSA



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



DUBURI, ORISSA



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:



DUBURI, ORISSA



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



DUBURI, ORISSA

and direction of the Engineer.



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


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



DUBURI, ORISSA




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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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).



DUBURI, ORISSA

(a) In range of two with 10 Litres capacity cistern Per Set 5



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


(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



DUBURI, ORISSA



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



DUBURI, ORISSA



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


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


Each

10



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA



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 :



DUBURI, ORISSA



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


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



DUBURI, ORISSA



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



DUBURI, ORISSA



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



DUBURI, ORISSA

stone chips grouting.



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,


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

.



DUBURI, ORISSA



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



DUBURI, ORISSA



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


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


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



DUBURI, ORISSA



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


Sq.m

150



DUBURI, ORISSA



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



DUBURI, ORISSA



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:



DUBURI, ORISSA



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 subgrade 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



DUBURI, ORISSA



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


(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.


6.9 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.


7.7 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)


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)


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


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.