Final Tender Structural

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    TENDER DOCUMENT: STRUCTURAL WORKS FOR

     ADDITIVE / CORRECTIVE STORAGE SHED

    Nirma Ltd.

    (4,500 tpd Cement Plant, Jaitaran, Rajasthan)

    HOLTEC Consulting Private LimitedHOLTEC Consulting Private LimitedHOLTEC Consulting Private LimitedHOLTEC Consulting Private Limited

    HOLTEC

    Project: 15171 December 2015

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Project: 15171 TOC Page # i, Rev. 0 

    NIRMA CEMENT LIMITED

    TENDER DOCUMENT – STRUCTURAL WORKS

    C O N T E N T S 

    Part I Conditions of Tendering

    Part II General Information of Site & Brief Description of Structure

    Annex II A General Scope of Work

    Part III Special Conditions of Contract

    Part IV Specifications

    Part V Bill of Quantities & Deployment Schedule

    SCHEDULE 5.1  Construction (Manpower-Material) Schedule

    SCHEDULE 5.2  Machinery Schedule

    SCHEDULE 5.3  Schedule for Site Mobilisation

    BOQ All Structural Works

    Part VI Drawings

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part-ICondition of Tendering 

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part-II

    General Information of Site

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part-IIISpecial Condition of Contract 

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part - IVSpecifications 

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part - VBill of Quantities & Deployment Schedule 

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    Nirma Ltd.

    Tender Document: Structural Works for Additive/ CorrectiveStockpile Shed 

    Part-VIDrawings

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    Nirma Ltd.

    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 1, Rev. 0

    PART I

    CONDITIONS OF TENDERING

    1 INVITATION FOR TENDER

    1.1 PURPOSE 

    The purpose of this Tender Document is to invite Tenderers and to furnish Tendererswith information for fabrication and erection of  “Shed over existing additive andcorrective stockpile”   on a “Supply & Erection Package” basis in the existingcement plant of Nirma Cement Ltd. at Nimbol, Pali, Rajasthan.

    Tenderers are invited to submit the Tenders to:

    1.2 THE OWNER

     “Owner” of the Project:

    Kind Attn: Mr. Hiren Patel

    Nirma Cement Ltd.

     Ashram Road,

     Ahmedabad – 380 009, Gujarat

    Hereinafter called the “OWNER“.

     All correspondences in regard to this Tender Document and Works shall be addressedto the owner office.

    Owner has appointed as their consultant

    Holtec Consulting Pvt. Ltd.

    Holtec Centre, A-Block , Sushant Lok

    Gurgaon, 122001

    Haryana

    Tel : + 91-124-4047900

    E-mail: [email protected] ,

    Hereinafter called ‘’the Consultant‘’.

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    Nirma Ltd.

    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 4, Rev. 0

    Configuration of core project team along with CV’s of this core team shall be providedalong with tender (Alternative names can be suggested at tender stage). However priorto final negotiations/contract formulation, the composition of this core team shall have tobe made binding by the Contractor.

    Core team experience shall be accorded due to weight age during the evaluation of thetenders. Familiarity with equipment, proposed to be procured by the Employer for theproject, shall be accorded additional weight age points.

    Material Schedule

    Contractor shall provide material procurement schedule that he intends to follow for theproject for items. This shall be based on the indicative quantities as mentioned in Bill ofQuantities for civil works. The work schedule shall be carried on Lump Some basis.

    It is understood that initial procurement based on indicative quantities of materials.Necessary corrections in the Bill of Materials shall be done with progress of engineering.Latest Indian Standard Codes are intended to be followed for civil designs.

    Material procurement set-up and required leads along with basic prices of materials shallbe indicated by the Tenderer for the purpose of evaluation. Agreements on theseelements shall be incorporated in the Contract.

    Method Statement

    Proposed method statement for various elements of Works shall be provided with thetender. Agreements on proposed method statement shall be incorporated into contractwith successful Tenderer.

    Contractor can propose, unique or innovative solutions, to expedite the Works. Thesemay be incorporated in civil design stage if accepted by Civil Engineer.

    Quality Assurance

    Tenderer shall provide details of their quality assurance procedure and method, whichthey intend to follow for at site for the project. These elements shall be integral part of

    the Contract. Agreements on proposed Quality Assurance shall be incorporated intocontract with successful Tenderer.

    Organisation Details

    Tenderer shall provide brief write up of its organisational setup, current commitments,total resources and financial standing.

    Reporting relationship between site and head office (typical for project of this magnitude)shall be provided.

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    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 5, Rev. 0

    Reference List

    Reference list of similar works (type or magnitude) in last five years should be provided.Approx contract value, time contracted and actual time taken (if work completed) shall beindicated. Employer may contact these references to obtain first hand feedback.

    Any accolades received during last five years should be indicated.

    2.1.5.1 Terms of Payment

    Shall be discussed with Nirma and informed by commercial department separately.

    2.1.5.2 Deviation list

    The tenderer is requested not to deviate from technical / commercial conditions.However in case tenderer desires to deviate on any specific point, the same shall befurnished in the deviation list as attached to this Chapter.

    2.1.6 General Instructions

    The Bidder shall provide all additional information necessary to identify the works.

    Should the Bidder wish to propose any deviations from the Tender Document, he shallsubmit with his offer a list describing kind and reason for the deviations from the

    Tender Document. The Purchaser is at liberty to reject any Tender containing materialdeviations from the Tender Document.

     Any additional works considered necessary shall be included regardless of whether ornot such work is described in these specifications. The Purchaser reserves the right torequest further technical data should this become necessary during the Tenderevaluation.

    2.1.7 Language, and Technical System

    The Tender and all related documents and all correspondence in connection herewithshall be in the English language.

     All dimensions and other numerical data shall be given in the metric system.

    2.1.8  Addendum During Tender Preparation Period

    It is anticipated that during the Tender preparation period explanations of the TenderDocument and/or further information may be sought by Bidders, the Purchaser maycirculate addenda for the same. Such additional information shall be acknowledged inwriting by the Bidders and will be deemed to form part of the Tender Document. Allsuch additional document/information, asked for and provided to one Bidder shall becirculated to all participating Bidders.

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    Nirma Ltd.

    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 6, Rev. 0

    2.2 PREPARATION / SUBMISSION OF TENDER

    2.2.1 Tender to be Complete

    The Tender shall be complete in all respects particularly in respect of the Conditions ofContract and the Forms thereto filled in, together with the completed sheets provided

     Any Tender, which is not complete, may be rejected.

    The Tender for the structural works to be submitted considering thefollowing:

    1)  Structural Fabrication at Contractor Works which shall also include procurement ofsteel, sheeting etc. transportation to site and then erection at site which includesapplication of sheeting on the shed.

    2)  Structural Fabrication at Plant Site which includes procurement of steel, sheetingetc. and then erection at site which includes application of sheeting on the shed.

    Both the above alternatives to be considered by the contractor and offers to besubmitted in accordance with above guidelines.

    2.2.2 Submission of Tender

    The bids to be submitted by the Bidders shall be complete in all respect.The offers should be submitted to the following persons at required address and the enquiryform attached in the beginning of this document.

    The un-priced Bid Document shall be addressed and delivered in Two (2) sets (BothHard as well as Soft copy) one each to:

    Kind Attn :Mr Raj Gupta ,Vice President (Projects)

    Nirma Ltd.

     Ashram Road,

     Ahmedabad – 380 009,Gujarat

    Phone -+91-8980766600

    Email : [email protected]

    Kind Attn: Mr Avinash Parti, Deputy General ManagerHoltec Consulting Pvt Ltd.Holtec Centre,A-Block , Sushant LokGurgaon, 122 0001HaryanaTel : + 91-124-4047900, 91-9650544558

    E-mail: [email protected];

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    Nirma Ltd.

    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 7, Rev. 0

    Priced Bid Document :Both Technical part and Commercial part with prices. The pricedand un-priced Bid Document (Complete one set) shall be addressed and delivered atfollowing address.

    Kind Attn: Shri. Hiren Patel

    Nirma Ltd.

     Ashram Road,

     Ahmedabad – 380 009,Gujarat

    E-mail: [email protected]

    For any technical information / clarifications relating to the tender preparation, biddermay contact Holtec Consulting Pvt Ltd

    The Tender shall be endorsed:

    ♦  "TENDER FOR ADDITION OF SHED OVER ADDITIVE / CORRECTIVESTOCKPILE”.

    The Tenderer must ensure that his Tender arrives on or before the Tender Closing Dateas no Tender received afterwards will be considered.

    2.2.3 Tender Closing Date

    The Tender is to be received by the Owner not later than 5TH JAN 2015 local time1430 Hrs at Nirma office in Ahmedabad and 1430 Hrs at Holtec’s office in Gurgaon.

     Validity of Tender

    The Bidder is required to commit himself to a binding validity of his offer for a periodof not less than 120 days commencing from the Tender Closing Date.

    2.3 CONFIDENTIALITY OF DOCUMENTS

    The Bidder, whether his Tender is accepted or not, and all other recipients of the

    Tender Document, whether they submit a Tender or not, shall treat the details ofthese documents as private and confidential.

     All Tenders and accompanying documents will be treated in the strictest confidenceand no information will be passed on to any person who is not entitled to receive it forthe purpose of evaluation of the Tender.

    2.4 COPYRIGHT

    The copyright for Tender Document, including drawings, belongs to the Purchaser.The Bidder is not entitled to make use of the documents for others than for tendering.

    These documents may not be handed over or their contents communicated to third

    parties not involved in the Tender without the clearly written consent of the Purchaser.

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    Project: 15171 Part I -Condition of Tendering Page # 8, Rev. 0

    2.5 EXPENSES OF TENDERING

    The Purchaser will neither be responsible for any expenses nor losses which may beincurred by any Bidder either in the preparation of his Tender or in any waywhatsoever arising out of the invitation and elaboration of offers for the project.

    2.6  ACCEPTANCE OF TENDER

    The Purchaser will evaluate all conforming Tenders submitted to the Purchaser withinthe specified tendering period, and the Bidder shall provide such further information

    during the Tender evaluation period as the Purchaser/Consultant may require.

    The Purchaser shall have the right to waive-off any deviation or irregularity in anyTender received and to accept the Tender, which, in his judgment, is of his interest.

    It is, however, pointed out that the Purchaser is not bound to negotiate or to acceptthe lowest or any tender or to elaborate upon reasons of his choice.

    2.7 ERRORS AND OMISSIONS

    It is the responsibility of the Bidder to ensure that his tender is correct and fullyreflects his intentions. In the event of obvious errors and omissions being discoveredin any Tender, the Purchaser reserves the right to contact the Bidder for clarifications

    or to correct such errors and omissions in a manner, as he considers appropriatewithout reference to the Bidder.

    2.8 TENDER EVALUATION

    The Purchaser as per the following procedure will evaluate all conforming Tenderssubmitted to the Purchaser within the specified tendering period:

    ♦  Tenders, which are incomplete, i.e. lacking substantial information or containingunacceptable deviations from the Tender Document and Tenders offering anexcessive price, may be disqualified and such Bidders shall be informedaccordingly.

    ♦   All Tenders substantially conforming to the Tender Document shall be pre-evaluated by the Purchaser in respect of technical and commercial aspects. Basedon the assessment of the overall merits of the Tenders, the Bidders will be shortlisted for further evaluation.

    ♦  The Purchaser shall issue the respective weak point list to the short listed Biddersfor clarification on technical and commercial queries, commenting on data andinformation. Bidders will be requested to furnish, complete or if required revisetheir Tender in accordance with the instructions from the Purchaser.

    ♦  The final (revised / updated) Tenders shall further be evaluated by the Purchaser.If required, the Purchaser for clarification meetings may invite Bidders. Theconclusions from such clarification meetings will be recorded in minutes of meeting

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    Nirma Ltd.

    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 9, Rev. 0

    signed by the participants. Bidders may be requested to further complete and / orrevise their Tenders.

    ♦  Based on the result of final evaluation the Owner will invite the selected Bidder(s)at his premises, or any other place as the Purchaser may deem proper, for contractnegotiations on a convenient date.

    ♦  NCL do not bind it selves to accept lowest bid and reserve the right to accept inwhole or in part, of any bid submitted.

    ♦  NCL limited reserves the right of cancelling this Tender without assigning anyreason.

    ♦  The Purchaser will give written notice(s) of the acceptance to the successfulBidder(s).

    The successful Bidder shall prepare two original copies of the Contract collating variousdocuments and effects of contract negotiations meetings.

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    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering Page # 10, Rev. 0

    SCHEDULE NO. 1.1

    SCHEDULE OF DEVIATIONS FROM GENERAL CONDITIONS 

    Deviations proposed, if any from the General Conditions shall be filled in by the tenderer, clause byclause in this Schedule:

    Chapter Clause No. Deviation

    I/We hereby certify that the above-mentioned are the only deviations from General Conditions ofthe Contract, I/we propose for the consideration of the Employer.

    SIGNATURE : _________________________

    DESIGNATION : _________________________

    CONTRACTOR : _________________________

    DATE : _________________________

    CONTRACTOR SEAL:

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    Project: 15171 Part I -Condition of Tendering Page # 11, Rev. 0

    SCHEDULE NO. 1.2 

    SCHEDULE OF DEVIATIONS FROM SPECIAL CONDITIONS

    Deviations proposed, if any from the Special Conditions shall be filled in by the tenderer, clause byclause in this Schedule:

    Chapter Clause No. Deviation

    I/We hereby certify that the above-mentioned are the only deviations from Special Conditions ofthe Contract, I/we propose for the consideration of the Employer.

    SIGNATURE : _________________________

    DESIGNATION : _________________________

    CONTRACTOR : _________________________

    DATE : _________________________

    CONTRACTOR SEAL:

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    SCHEDULE NO. 1.3

    SCHEDULE OF DEVIATIONS FROM TECHNICAL SPECIFICATION

    Deviations if any proposed from Technical specifications are to be filled in by the bidders clause byclause in this schedule.

    Chapter Clause No. Deviation

    I/We hereby certify that the above mentioned are the only deviation/ deviations from TechnicalSpecifications of the enquiry. I/We propose for the consideration of the employer.

    SIGNATURE : _________________________

    DESIGNATION : _________________________

    CONTRACTOR : _________________________

    DATE : _________________________

    CONTRACTOR SEAL:

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    SCHEDULE 1.4

    DETAILS OF EXPERIENCE

    Sn Full particulars ofsimilar work

    carried out by

    tenderer/including project/project names

    and

    capacity of theplant

    Site and

    locationof theproject

    Value ofcontract

    Comple-tion timeas stated

    in tender(Months)

    Actualcomple-tion time

    (Months)

    Year ofcomple

    -tion

    Name and

    address of

    Client

    1 2 3 4 5 6 7 8

    I/We hereby certify that the above information is correct.

    SIGNATURE : _________________________

    DESIGNATION : _________________________

    CONTRACTOR : _________________________

    DATE : _________________________

    CONTRACTOR SEAL:

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    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part I -Condition of Tendering(TOC) Page # i, Rev. 0

    PART I: CONDITIONS OF TENDERING 

    TABLE OF CONTENTS

    1  INVITATION FOR TENDER .................................................................................................................................1 

    1.1  PURPOSE .........................................................................................................................................................1 

    1.2  The OWNER ....................................................................................................................................................1 

    1.3  THE PROJECT .................................................................................................................................................2 

    2  CONDITIONS OF TENDERING ..........................................................................................................................2 

    2.1  GENERAL .........................................................................................................................................................2 

    2.1.1  Explanation of Invitation ......................................................................................................................2 

    2.1.2  Site Visit during Tendering...................................................................................................................2 2.1.3  Taxes ............................................................................................................................................................2 

    2.1.3.1  Local Taxes ........................................................................................................................................2 

    2.1.3.2  Other Taxes and levies ..................................................................................................................3 

    2.1.4  Laws and Regulations ............................................................................................................................3 

    2.1.5  Data and Documents (To be enclosed with the Tender) ...........................................................3 

    2.1.5.1  Terms of Payment................................................................................................................................5 

    2.1.5.2  Deviation list.....................................................................................................................................5 

    2.1.6  General Instructions...............................................................................................................................5 

    2.1.7  Language, and Technical System .......................................................................................................5 

    2.1.8   Addendum During Tender Preparation Period ..............................................................................5 

    2.2  PREPARATION / SUBMISSION OF TENDER ........................................................................................6 

    2.2.1  Tender to be Complete...........................................................................................................................6 

    2.2.2  Submission of Tender .............................................................................................................................6 

    2.2.3  Tender Closing Date................................................................................................................................7 

    2.3  CONFIDENTIALITY OF DOCUMENTS .....................................................................................................7 

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    2.4  COPYRIGHT ....................................................................................................................................................7 

    2.5  EXPENSES OF TENDERING........................................................................................................................8 

    2.6   ACCEPTANCE OF TENDER ..........................................................................................................................8 

    2.7  ERRORS and OMISSIONS..........................................................................................................................8 

    2.8  TENDER EVALUATION ................................................................................................................................8 

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    Project: 15171 Part I : General Information of Site Page 1 of 3, Rev A

    Part II

    GENERAL INFORMATION OF SITE AND BRIEFDESCRIPTION OF STRUCTURES

    1.1 GENERAL SITE CONDITIONS

    1.1.1 Location

    Nirma Cement Ltd is located at village Nimbol, Jaitaran Tehsil, in Pali district ofRajasthan. The plant capacity is with 2.28 mio tpa cement production.

    The co-ordinates of the proposed cement plant location are:

      Latitude : N 260 21’ 34.9”  Longitude : E 730 50’ 56.4”  Elevation : 310 m from MSL

    1.1.2 RoadThe proposed location has good road connectivity from nearby cities of Jodhpurand Beawar. The nearest connecting point from the existing main district road forthe proposed location is about 5km. The existing connecting village road willrequire leveling, broadening and bituminous layer to ensure smooth connectivity.

    Accordingly, the cost towards construction of approach road for about 5 km hasbeen considered in the investment cost estimates.

    The approximate distance of proposed plant site from the major nearby cities/town is as follows:

    •  Beawar : 70 km •  Pali : 90 km•  Ajmer : 125 km•  Jodhpur : 100 km•  Jaipur : 250 km•  Mahendragarh : 460 km•  Jhalawar : 375 km•  New Delhi : 525 km

    1.1.3 AirThe nearest airport is Jodhpur about 125 km from the proposed plant site.

    1.1.4 RailThe proposed site for Cement plant has connection with the Indian railwaynetwork. The nearest broad gauge railway station is Jodhpur station which isapproximately 100 kms from the site.

    1.1.5 Topography

    The terrain in the area proposed for Storage Shed site is generally flat having

    gentle slope towards south with rocky and firm strata.

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    Project: 15171 Part I : General Information of Site Page 2 of 3, Rev A

    1.1.6 Climatic Conditions

    Temperature Maximum About : 48.0

    0

    CMinimum About : 3.00C

    Rainfall Average Annual : 400.0 mm

    Wind Speed As per IS:875, 1975 (Part 3) the basic wind speed of thearea 47 m/s.

    Relative Humidity The annual relative humidity varies between 20 to 85%.

    Seismicity The proposed plant – site area falls in Seismic Zone II for

    [IS: 1893 (Part I): 2002 & IS 1893: Part 4:2005].

    1.1.7 Sub Surface Condition

    Based on preliminary information for this site & adjoining area, it is expected thathard strata would be encountered at a depth of approximately 3 - 8 M belowground level.

    1.1.8 Where information given above does not suffice the bidder has to conduct his ownsurvey of the local conditions.

    1.2 BRIEF DESCRIPTION OF STRUCTURES:

    1.2.1 General

    The location of the proposed structures for the proposed storage shed for additive / corrective stockpile are shown in drawing, enclosed in Part VI.

    Salient features of some of the structures forming part of this contract given beloware only for general guidance. It should be understood clearly that the tenderdrawings enclosed with the tender document are not complete/final and areonly preliminary drawings meant for giving general guidance to thetenderer. In case the contractor's quotation is made for any of the items of works

    based on the information’s given in the tender drawings, (which are not finalconstruction drawings) the company shall not be responsible for theconsequences arising thereof and no claims of whatsoever nature shall beentertained on this ground.

    The contractor is deemed to have satisfied himself as the nature of work involved.

    The execution drawings, based on which the actual construction is to be carriedout, shall be passed on to the contractor progressively during the period of thecontract. The contractor shall clearly understand that neither all the constructiondrawings shall be passed on to him for execution at one time nor the company willentertain any extra claim for any additional compensation or extension of time of

    contract on this account.

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    Project: 15171 Part I : General Information of Site Page 3 of 3, Rev A

    For general scope of work, please refer attached Annex 2A.

    1.2.2 Corrective and Additive Storage Shed

    For the correctives and additives materials existing stockpile structural steel shedis envisaged to cover the same. The existing stockpile mainly consists of RCC railfoundations for stacker and reclaimer. The reclaimed material shall be taken outfrom the stockpile by a reclaim belt conveyor. The storage hall shall be covered bycolour coated galvaluminium sheeting (Tata Blue . Transparent sheet for skylightshall be provided in the 5% of the covered area.

    It is presumed that Civil Contractor understand the requirements of such works asare involved in storage shed and is well acquainted with the nature andcomplexities of the same. Sizes of the building may however, vary on account of

    the requirement of equipment & machinery suppliers etc.

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    Tender Document: Structural works for Additives & CorrectivesStockpile Shed 

    Project: 15171 Part II : General Scope of Work Page 1 of 3, Rev 0

    ANNEXURE II A

    GENERAL SCOPE OF WORK

    1. General Provisions

    a) Scope of Work shall be as elaborated in this Tender Document (and as will be shownin the drawings for the project).

    b) All Codes of Practice and Standards referred to in Tender shall be those of latest

    issue, and as approved by the Engineer

    c) Contractor confirms that the specifications provided in this tender are brief and do notcovers minute details. However, all works, including those for which separatespecifications have not been indicated in this Tender, shall have to be carried out inaccordance with the relevant Standards and Codes of Practices, or in their absence inaccordance with the Good Industry Practice practices or as directed by Engineer fromtime to time. The decision of Engineer as regards the Specification(s) to be adoptedand their interpretation and the mode of execution of work shall be final and bindingon Contractor and no claim whatsoever shall be entertained on this account.

    d) Contractor accepts that in these Tender Specifications every item of work which isgenerally shown in the construction drawings or for which directions/ instructions can

    be provided by the Engineer is not elaborated. Contractor confirms that all materialsor labour or services for work, deemed necessary to complete and produce a desiredfinished job, ready for satisfactory handing-over to the Employer, shall be provided bythe Contractor whether or not the work is expressly covered in these Specifications atno extra cost to the Employer.

    e) Contractor accepts receipt of the construction drawings for the Project in a phasedmanner with the progress of engineering. It will be Contractor responsibility to planand co-ordinate the specific requirements of the drawings for different fronts with theEngineer.

    f) The Contractor shall make and maintain proper benchmarks, reference points, checklines, levels etc. and should get the same approved by the Engineer periodically.

    g) All guarantees and test certificates obtained by the Contractor during the execution ofwork shall be transferred to the Employer on completion of the works.

    h) Materials once brought to the site shall not be removed from the site without thewritten consent of the Employer.

    i) The Contractor shall submit well in advance for approval at the site/ manufacturingworkshop, all samples and specimens, as the Employer may demand from time totime. Contractor shall provide all facilities for such inspection. Any material brought to

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    Project: 15171 Part II : General Scope of Work Page 2 of 3, Rev 0

    site and rejected by the Employer shall be removed by the Contractor from the site ofwork immediately at Contractor’s expense.

     j) The Employer may, during the progress of work or otherwise, order removal and/orreconstruction of part or whole of the work executed that is found not in accordancewith the approved drawings/ specifications/ instructions etc. No extra claims shall beentertained for removal and re-executing or altering of such work(s) whatsoever.

    k) No work shall be covered or put out of view without the approval of the Engineer. Inthe event of failing to do so, the Contractor shall be made to uncover any part of thework or make openings in or through the works as the Engineer may direct, and theyshall be made good with materials approved by the Engineer matching withworkmanship specified.

    l) The Contractor shall provide sufficient strong and stable scaffoldings and stagings soas to ensure safety of the labour and structures.

    m) The Contractor shall dismantle and remove the stagings and other temporary facilitieson completion of work, clear and clean the site and make good any damages causedto the structure and restore to original condition at his own cost.

    n) The Contractor shall provide for all necessary storage at the site in specified areas forall materials such as steel and such other materials which are likely to deteriorate bythe action of sun, winds, rain or to other natural cause due to exposure in the open,either in the compounds or in stores, in such manner that all such materials, tools, etc.shall be duly protected from damage by weather or any other cause. All such storesshall be cleared away and the whole site left in good order on completion of thecontract with the necessary approval from the Engineer. All materials, etc., shall bestacked in such a manner as to facilitate rapid and easy checking of quantities of suchmaterials. The Contractor will not be permitted to store any of his material in thebuildings under construction or already constructed by him without prior approval ofthe Employer.

    o) In addition to the Specifications furnished herein, latest relevant Indian Codes andStandards shall govern the works. However, the Engineer reserves the right to takethe final decision towards the applicability of the same. It shall be mandatory for theContractor to seek approval of the Engineer wherever doubt arises.

    p) The contractor shall provide all necessary arrangement for stability of slope &earthwork retaining so as to ensure safety of the labour and structures.

    q) Scope of Work shall be as elaborated in this Tender Dossier (and as will be shown inthe layout drawing for the project) covering complete Cement production facility .

    r) During the construction of foundation of shed, the contractor shall depute its siteengineer for proper match marking between the concrete part and steel. As builtlocation of the foundation bolts shall be taken care while fabrication and erection ofthe steel structure.

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    2. Benchmarks

    s) Employer shall furnish within the plant site property area one (1) referencebenchmark. All levels established by Contractor in the field shall be with reference tothis benchmark.

    t) Employer shall also establish two mutually perpendicular reference grid lines in thefield, from which Contractor shall carry out his setting out works. All setting out workshall be carried out very accurately by Contractor with his own instruments. Contractorshall have on site adequate number of accurate survey instruments such as levels,theodolites, staffs, measuring devices, survey umbrellas etc. to ensure smoothprogress of work. Contractor shall give all facilities to Engineer for checking theaccuracy of the survey work. Contractor shall take all precautions to preserve thebenchmark, reference grid lines and other reference points provided by Employer.

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    Part III

    SPECIAL CONDITIONS OF CONTRACT 

    2.1 MEASUREMENT 

    1. The quantities set out in the Bill of Quantities are the estimated quantities ofthe work as of now. However the final quantities shall be mentioned in eachdrawing issued for fabrication. Payments shall be made in accordance withthe drawings only.

    2. The Engineer shall, except as otherwise stated, ascertain and determine by

    measurement the value in terms of the Contract of work done in accordancewith the Contract. He shall, when he requires any part or parts of the worksto be measured, give notice to the Contractor's authorised agent orrepresentative, who shall forthwith attend or send a qualified agent to assistthe Engineer or the Engineer's Representative in making such measurementand shall furnish all particulars required by either of them. Should theContractor not attend, or neglect or omit to send such agent, then themeasurement made by the Engineer or approved by him shall be taken to bethe correct measurement of the work. For the purpose of measuring suchpermanent work as is to be measured by records and drawings, theEngineer's Representative shall prepare records and drawings month bymonth of such work and the Contractor, as and when called upon to do so inwriting, shall within fourteen days, attend to examine and agree such recordsand drawings with the Engineer's Representative and shall sign the samewhen so agreed. If the contractor does not so attend to examine and agreesuch records and drawings, they shall be taken to be correct. If, afterexamination of such records and drawings, the Contractor does not agreethe same or does not sign the same as agreed, they shall nevertheless betaken to be correct, unless the contractor shall, within fourteen days of suchexamination, lodge with the Engineer's Representative, for decision by theEngineer notice in writing of the respects in which such records anddrawings are claimed by him to be incorrect.

    3. The works shall be measured notwithstanding any general or local custom,except where otherwise specifically described or prescribed in the Contractsubject to Indian Standards as determined by the Engineer-in-Charge/Company.

    2.2 QUOTED RATES 

    i) The rates quoted should include cost of all materials including steel andsheeting except the materials to be supplied by the Company as mentionedelsewhere, charges for labour, tools, plant, mobilising and demobilisingequipment, fuel, lubricants, fixtures, setting out, transport charges, taxes,royalties, octroi, temporary and permanent works and any local taxes or

    levies payable on all transactions, quarrying charges, testing, screening,carriage of materials to site, stacking and removal charges of any rejected

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    materials (within notice period), water and power arrangements andsatisfactory completion of the work under this contract. Rates and pricesshall be firm for the entire duration of the contract. They should include thecost for all activities and components of work whether specifically mentionedor not for satisfactory completion of the work under this contract.

    ii) The unit rates quoted shall include for details of fabrication which areobviously and fairly intended or which are necessarily implied and which maynot have been referred to in these documents but are essential forsatisfactory completion of work.

    iii) Rates quoted shall be for all superstructure upto all heights. Wherevermentioned, the lifts in depths and heights shall be measured with respect to

    the plinth level of the department or building. This plinth level shall be takenas average ground level plus 450mm or the difference between the finishedfloor level and the average ground level whichever is less.

    iv) The cement used for the construction of water tanks required forconstructional purpose ( In case applicable) shall not be accounted underthe Company's account, and cost shall be borne by the contractor. Cementused for the construction of contractor's temporary office etc shall be issuedto the contractor at the specified issue rate or market rate +10% handlingcharges whichever is higher. However, the cement required for theconstruction of labour colonies shall have to be arranged by the contractorand shall be at the cost of the contractor.

    v) Unless otherwise specified, the tendered rates shall include works in allshapes, straights, inclined or curved and all sizes as shown or as required.

    vi) The rates quoted shall include any straightening of the raw steel as requiredprior to fabrication.

    2.3 ABNORMAL RATES 

    The Tenderer is expected to quote rate for each item after careful analysis of costinvolved for the performance of the completed item considering all specifications

    and conditions of contract. This will avoid loss or profit or gain in case ofcurtailment for any item. In case it is noticed that the rates quoted by the Tendererfor any item are unusually high or unusually low it will be sufficient cause for therejection of tender unless Company and Consultants are convinced aboutreasonableness of the rates on scrutiny of the analysis for such rate, to befurnished by the Tenderer on demand.

    2.4 Tenderer's rate should cover the entire cost of collecting materials from theemployer's store and it shall also cover the cost of unloading materials from truckswhen the materials are supplied near about the site of work.

    All the transport of the materials, from the employer's store, or from the site where

    it is unloaded, from the trucks to the contractor's store or work site shall be at thecost of the contractor.

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    The contractor shall be responsible for the safety and proper storage of allmaterials, supplied by the employer.

    2.4.1 i) All Contractor's materials shall be inspected and passed by the Engineer-in-Charge from time to time at the source of suppliers, if he considers thisnecessary the contractor shall provide all facilities for such inspection free ofcost. Notwithstanding any inspection at the source, the Engineer-in-Chargeshall have liberty to reject any material brought to site that does not conformto specifications, without being liable for compensation.

    ii) Rejected material shall be removed from the site of the work or the site

    earmarked for the materials conforming to specifications, by the Contractorat his own cost and within the time stipulated by the Engineer-in-Charge.

    2.5 CONSTRUCTION STORES 

    Suitable open areas near the site of work will be allocated to the contractor forstoring his equipment, plant, materials, etc. The Contractor shall be responsiblefor constructing its own stores and temporary offices etc. He will, however, besolely responsible for watching and guarding this property and materials issued tohim by the Company. The Contractor will cover all material at site with requisiteinsurance against theft, dacoity, fire, rain etc. throughout the period of contract.

    The Contractor shall provide for all necessary storage at the site in specified areasfor all materials such as timber, steel and such other materials which are likely todeteriorate by the action of sun, winds, rain or to other natural cause due toexposure in the open, either in the compounds or in stores, in such manner that allsuch materials, - tools, etc. shall be duly protected from damage by weather orany other cause. All such stores shall be cleared away and the whole site left ingood order on completion of the contract. All materials etc. shall be stacked insuch a manner as to facilitate rapid and easy checking of quantities of suchmaterials. The Contractor will not be permitted to store any of his material in thebuildings under construction or already constructed by him without prior approvalof the Owner.

    Note: The payment for final bills will not be made until the contractor hashanded over vacant possession of land including cleaning site allotted tohim for above as per order of Engineer-in-Charge.

    2.6 CONSTRUCTION FACILITIES

    i) Water 

    The water required for the construction purposes will be made available tothe contractor at one fixed point near work site on chargable basis. Thecontractor shall make his own arrangements for drawing water from these

    points and further distribution at his own cost with the approval of theCompany. The contractor shall be required to avoid all wastage and limit theconsumption of water to the minimum requirements.

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    The contractor will install his own pumps, pipelines, buffer storage tankscomplete with all fittings, gate valves, Standard Water meter etc. at his owncost, from the above supply point to the work site.

    Water required for the labour colony will be provided by Owner onchargeable basis at the prevailing rates at one point within the batten, limits,meter for the same shall be provided and installed by Contractor at his owncost.

    The tenderer shall indicate his maximum average demand of water in thetender.

    The Contractor shall not be entitled to claim any compensation from theCompany for failure of supply or for inadequate supply or for non-continuoussupply of water.

    ii) Power

    Power, shall be provided by the Company to the Contractor at one fixedpoint in the plant area as well as labour colony on chargeable basis at therate of RSEB rates applicable to the company for construction work. Furtherconnection, distribution, installation of switch board, meter etc., shall bearranged and maintained by the Contractor.

    In case of power failure, bidder has to arrange emergency DG set for thepower on own cost.The Tenderer shall indicate his maximum Power requirement whiletendering.The Contractor shall not be entitled to claim any compensation from theCompany for failure of supply or for inadequate supply or for non-continuoussupply of power.

    iii) Land for Labour Hutment/Colony

    NCL will provide to contractor, land free of charge during currency of projectwork for temporary site work and site office, temporary stores. Land for

    labour colony shall be provided by the company free of cost outside the plantarea.

    On completion of works, the contractor shall handover vacant possession ofland after clearing labour colony, rubbish and temporary arrangements ofany kind and leave the whole of land allotted clean and workmanlikecondition to the satisfaction of Engineer-in-Charge.Except as otherwise stated in the Specification, the Contractor shall provideand maintain all necessary accommodation and welfare facilities for theContractor’s Personnel.

    The Contractor shall not permit any of the Contractor’s Personnel to

    maintain any temporary or permanent living quarters within the structuresforming part of the Permanent Works.

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    •  Contractor will ensure high-quality hygiene and well-maintained pre-approved labour camp with crèche facility.

    •  Medical services like daily doctor visit, ambulance, tie up with nearbyhospital aid shall be made available.

    •  An administrative officer solely responsible for labour welfare should beappointed and a detail report of labours welfare is to be provided to thePrinciple Employer.

    •  The Contractor shall at his own cost provide suitable water supply, powersupply and sanitary arrangements approved by Owner.

    iv) Working Hours

    The Contractor shall observe local rules and practices for the normal workinghours. Three shift working is allowed provided all arrangements for safeworking especially in evening and night shift has been made by theContractor at his own Cost. However for specific work applications wherecontinuous working is required for construction, three shift working shall beconsidered. No work shall be carried out on the Site on locally recognizeddays of rest or Holiday, or outside the normal working hours, unless;

    a) Otherwise stated in the contract,

    b) The Engineer gives the consent, or

    c) The work is unavoidable or necessary for the protection of life or propertyor for the safety of the Works, in which the Contractor shall immediatelyadvise the Engineer.

    d) The contractor will be responsible for performing all or any of theservices detailed in and arising out of the contract or incidental thereto,round the clock, if required by the Owner throughout the period of thecontract without any additional remuneration. Overtime payable, if any, tocontractor’s workers shall be to the account of the contractor and Ownerwill not be liable to make any extra payment on this account.

    2.7 TIME SCHEDULE OF CONSTRUCTION 

    i) The time fixed for completion of the contract shall be the essence of thecontract. The Contractor shall complete the whole work within the stipulatedtime for completion as calculated from the date of placement of the order tothe satisfaction of the Engineer-in-Charge and Consultants.

    ii) The Contractor shall prepare a detailed time and progress schedule afterentering into the contract. This schedule shall keep in view the materials andthe drawings to be issued by the Company, available at that time, the overalltime of completion and requirement of the Company, machinery suppliers/Erectors to complete any structure/structures/ buildings or any work at anytime before the date of completion as stipulated in the contract. This

    schedule shall be jointly prepared with the Consultants and the Engineer-in-Charge and submitted to the Company for approval as early as possibleafter entering into the contract and not later than 15 days thereafter.

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    iii) This schedule shall further be revised from time to time if so required by theEngineer-in-Charge/Consultants for any reason whatsoever including non-availability of drawings, materials, working space or requirement ofmachinery suppliers/erectors etc. and shall be revised accordingly allowingerection of machinery at intermediate stage of construction and restarting ofcivil work after the completion of erection time. No compensation shall beclaimed by the contractor on this account in whatsoever manner.

    iv) If due to the design and other stipulations in the tender, or requirements atsite, a particular sequence of overall constructional operation has to befollowed due to which certain interruptions to any one or more types of work

    or items of execution are inherent, no claims for such interruptions will beadmissible.

    2.8 DRAWINGS 

    For the general guidance of the Tenderers, preliminary arrangement drawings ofthe shed have been enclosed with the tender. The detailed G.A drawings forfabricationshall be issued as per agreed schedule keeping in view the over allcompletion date, between the company and the contractor during the execution ofthe work to suit the time and progress chart prepared initially to suit therequirements of the Company.

    The drawings released initially for execution may have to be revised from time totime to suit the requirements of the Machinery Suppliers/Erectors or the Company.Such changes will not entitle the Contractor to any extra payment claim orcompensation other than the executed and measured work. Drawings to cover theentire scope of work shall be handed over as per above agreed schedule.

    2.9 DRAWING TO BE PREPARED AND SUPPLIED BY THE CONTRACTOR 

    i) All detailed fabrication drawings which may be required under the conditionsof the Contract, to be prepared and furnished by the Contractor shall be dulyfurnished in triplicate to the Engineer-in-Charge for approval at any time

    before the commencement of the work or during the progress thereof, asrequired. The shop drawings necessary for fabrication and erection ofstructural steel works as per standard specified shall be prepared by thecontractor.

    ii) Before undertaking any fabrication, erection, centering, shuttering,scaffolding or any other temporary work connected with the execution ofcontracted work, either in his workshop or at the site, the Contractor, ifrequired by the Engineer-in-Charge, shall prepare detailed designs andworking drawings of the same and furnish the same for approval and shallalso furnish two copies of all such approved working drawings prepared forreference.

    2.10 Stamp duty as required in the contract deed will be borne by the Contractor.

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    2.11 The Tenderers should attach with their tenders, list showing their staff withqualifications and experience of work, list of equipment and machinery to beemployed on this job (in proper working condition) and financial status, attestedcopy of Registered Partnership Deed etc. Tenderers should also furnish the list ofcore Technical Staff proposed to be posted at the site including phased planningof deployment from the beginning of fabrication activity till completion of projectwork.

    2.12 EQUIPMENT 

    The Contractor shall make his own arrangement to procure all fabrication plantand equipment for his work. He shall also state, while submitting the tender, the

    type and number of different equipment, with their capacities, in good workingconditions which he will use on the site to ensure completion of the work inspecified and agreed time.

    All materials, and equipment etc. once brought by the Contractor on the site arenot to be removed from there without the written authority from the Engineer-in-Charge. Contractor shall submit to the employer a detailed list of all thematerials/equipments brought by him for the work. Also the Contractor shall haveadequate stocks of spare parts and repair service facilities for the equipment onthe site and no delay of the work should occur on this account. Similarly, allenabling works built by the Contractor for the main construction undertaken by

    him, are not to be dismantled and removed without the written authority from theEngineer-in-Charge.

    2.13 The Contractor shall be bound to pay wages which shall not be less than the fairwages in the locality. The fair wages for the purpose will be at the rate specifiedunder Minimum Wages Law as may be in force at the time of execution of thework in the State.

    2.14 The Contractor shall be bound to give preference to local people whose land hasbeen acquired by the Company, and others according to any Indian Law.The Contractor shall, during the currency of the contract, when called upon by theCompany engage required number of apprentices for such period as required by

    the Company, and shall train them and shall be responsible for all obligations ofthe Company.

    2.15 In case of items of work where rate only has been invited, no work will be startednor procurement of materials or any other arrangements made without obtainingspecified approval in writing from the Engineer-in-Charge.

    2.16 All the materials required for construction, except those specified in Schedule 5.1 shall be arranged by the Contractor at his cost, and his rates quoted in theitemised schedule of rates, shall be inclusive of the cost of materials at site.

    2.17 No claim for extra payments on account of delay in supply of materials, machinery

    etc. to be supplied by the Company will be entertained.

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    2.18 An order book (with page, machine numbered) will be kept at the site of the workin which instructions and orders shall be recorded by the Engineer-in-Chargeand/or the Consultants. The Contractor or his authorised agent will be required tosign the order book every time in acknowledgement of the instruction and shallcomply with the orders and instructions given in the book. The Contractor shallalso maintain such other books, records, files etc. as may be, from time to time bedirected to maintain by the Engineer-in-Charge/ Consultants.

    2.19 TESTS FOR QUALITY OF WORKS 

    i) All materials and workmanship shall be of the respective kinds described inthe contract documents and in accordance with the instructions of the

    Engineer-in-Charge and shall be subjected from time to time to such tests atthe Contractor's cost as the Engineer-in-Charge may direct at the place ofmanufacture or fabrication or on the site or at all or any such places. TheContractor shall provide assistance, instruments, labour and materials as arenormally required for examining, measuring and testing any workmanship asmay be selected and required by the Engineer-in-Charge

    ii) All the tests that will be necessary in connection with the execution of thework as decided by the Engineer-in-Charge shall be carried out at the cost ofContractor at Government or any other standard testing laboratory asdirected by the Engineer-in-Charge in case such facility is not provided by

    the Contractor at site.

    iii) If any tests are required to be carried out under the terms of the contract inconnection with the work or materials or workmanship not supplied by theContractor, such tests shall be carried out by the Contractor as per theinstructions of the Engineer-in-Charge and cost of such tests shall bereimbursed to the Contractor.

    iv) Samples

    The Contractor shall furnish to the Engineer-in-Charge for approval whenrequested or if required by the Specifications, adequate samples of all

    materials and finishes to be used in the work. Such samples shall besubmitted before the work is commenced and in ample time to permit testsand examinations thereof. All materials furnished and finishes applied inactual work shall be fully in accordance with the approved samples.

    2.20 PROTECTION OF WORK 

    Should work be suspended by reasons of rain, strike, lockouts or any other cause,the Contractor shall take all precautions necessary for the protection of work andat his own expenses shall make good any damage arising from any of thesecauses.

    2.21 LAW AND ORDER

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    Contractor shall be responsible to maintain complete law and order by theirworkers and supervisory staff inside and outside the factory area, labour colony,and surrounding villages. Any one found violating the rules, which may be issuedby the company from time to time, the company reserves the right to remove suchpersons from site without assigning any reasons and explanation thereof and suchpersons will be treated as persona non grata.All activities shall be carried out strictly as per the statutory regulations.

    The Contractor shall employ and pay his staff and workmen in accordance with allstatutory regulations, Settlements, awards etc. as may be applicable to suchemployment in Owners premises.

    The Contractor shall confirm to all the Labour Laws governing the workmen supplyor engaged by directly or through a sub-contractor and implement the provision ofFactories Act, P.F, Gratuity Act, Minimum Wages Act, payment of wages Act,Workmen Compensation Act, Contract Benefit Act, Contract Labour Regulation &Abolition Act, and any other Act(s), Rules and regulations framed there under andalso provisions of any other Act as may be applicable.

    If any amount becomes payable by the Owner as result of any claim or applicationin terms of the Provisions of the said Acts and any other legislation andRules/regulations there under, such amount shall be recovered from theContractor by the Owner from his bills payment or otherwise.

    The contractor shall cover all the workers engaged by him directly or indirectlyagainst risk arising out of any accident/injury during and in the course ofemployment in accordance with provisions of Workmen’s Compensation Act.1923, and he can commence and continue work only after submittingdocumentary evidence in support of the above initially and on renewal.

    The contractor shall ensure the age of workmen and the Contractor shall notengage / supply any child labour in or for any work.

    The contractor shall provide personal protective equipment (of approved qualityand having required test certificate ) like helmets, safety shoes, safety goggles,

    hand gloves, to all his employees at his cost including Dust Masks, Earplugs,safety belts etc. Contractor will not start any job of breakdown/shut down withoutobtaining work permit from Safety Department of the Owner.

    The Contractor shall indicate the report of accident, if any occurs while in thecourse of execution of work within one hour from the occurrence of accident andall the expenses to this effect will have to be borne by the Contractor.

    The Contractor shall maintain and produce relevant records as per the provisionsof the aforesaid Acts, rules and instructions, on demand from statutory authoritiesor from the authorised officers of the Owner and any failure on the part of theContractor in this regard, will be deemed as violation of the contract terms. The

    Contractor shall also file returns / reports to concerned Statutory Authorities asprescribed.

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    The Contractor shall take all necessary steps and precautions to ensure that hisworkers and employees posted for the work under the terms of the contract, shallwork within the Factory in accordance with the provisions of the Factories Act andall other Acts and Rules and regulations framed there under and shall alsomaintain necessary records and shall be responsible to report to the Ownersauthorized Officials in this regard and comply with their directions.

    The Contractor shall indemnify the Owner (or its underwriters if any) against allclaims for damages, suits and demands preferred against the Owner by thirdparties in respect of accidents, injuries of death of third person and also for loss ordamage to the Owners materials caused by the Contractor or hisemployee/agents.

    Contractor will ensure compliance of “OHSAS-18001”, “ISO-9001” & “ISO-14001”and impart proper training in safety and other procedures to his workmen fromtime to time. Only those persons will be engaged who are trained/experienced onthat particular job.

    Contractor should maintain proper records & entries of their workmen. Allworkmen should have proper gate passes.

    Workers are not to be engaged continuously for more than 8 hours unless & untilspecifically asked by Engineer-in-charge and permitted as per law.

    Proof of registration under Service Tax & Income Tax (PAN) will be provided bythe Contractor immediately on commencing the work.

    Contractor will ensure that its employees and workers maintain necessarydiscipline while working at Owner’s site and follow the Company’s policies andinstructions in this regard. Unauthorized entry in non-working areas is strictlyprohibited. For any act of misconduct by the contractors labour, the contractor isliable to initiate disciplinary proceedings against such workmen and submit copy ofproceedings to the Owner.

    The contractor will comply with all requirements of the Owner’s P & A and safety

    department with regard to engagement of manpower in Owner’s site and submitcopies of all required documents in this regard and obtain periodical clearances asdemanded. The Owner reserves the right to hold payment of any bill in part of fullin the event of Contractor’s failure to comply with the directions of the Owner inthis regard or in regard to safety requirements while working at Owner’s site.

    Contractor shall submit list of experienced & competent manpower as required forexecution of jobs in safe & systematic manner. Company reserves the right totest the skills/competency of Engineer/ worker as per role requirement. Spotrelieving on man to man basis to be ensured in case of continuous nature of job.The jobs carried out by the contractor or its supplied manpower has to besupervised properly by its supervisor. No work or any job will be carried out

    without the presence of supervisor. A qualified Engineer / Site In charge shouldremain at site throughout the operation of the contract. Site work should besupervised under well qualified and experienced engineer & staff deployed by the

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    contractor. Daily report indicating manpower deployed and jobs executed are tobe furnished to Officer -in-charge.

    2.22 SUBMISSION OF BILLS BY CONTRACTOR 

    The Contractor shall submit his bills on the prescribed form to the Engineer-in-Charge for the work satisfactorily done by him in the opinion of the Engineer-in-Charge and measured, recorded and signed jointly by the Contractor and theEngineer-in-Charge. Alongwith the bill, the Contractor should submit the followingstatements giving upto-date information or as desired by the Engineer-in-Charge.

    a/ Material issue statement - giving materials, received by the Contractor, job-

    wise and section-wise, duly reconciled by the Engineer-in-Charge.b/ Recovery statement - showing amount to be recovered from bill for materials

    consumed (Ref. Schedule No. 5.1).

    c/ Loan material statement - showing material taken on loan by the Contractorfrom the Company.

    2.23 i) All receipts given by the Material Suppliers or their authorised agents whosenames are to be intimated to the Company by the Contractor in writing, shallbe conclusive proof of the delivery of material.

    ii) Signature on receipt for Amounts

    Every receipt for money which may become payable or for any securitydeposit which may become transferable to the Contractor under theseconditions shall, not withstanding anything to the contrary contained in thepartnership deed, if signed in the name of Partnership by any one of thePartners of a Contractor firm, or where the Contractor firm is dissolved byany one of the ex-partners of the said firm be a good and sufficientdischarge to the employer in respect of the money or security purported tobe acknowledged thereby, and in the event of death of any of theContractor/Partners during the pendency of the contract, it is hereby agreedthat every receipt by any one of the surviving Contractor Partners shall, if so

    signed as aforesaid, be a good and valid discharge as aforesaid providedthat nothing in this clause shall be deemed to prejudice or affect any claimwhich the Company may hereafter have against the legal heir of anydeceased Contractor/Partner for or in respect of any breach of any of theconditions of the contract and provided also that nothing in this clause shallbe deemed to prejudice or affect the respective rights or obligations of theContractors/Partners and of the legal heir of any deceasedContractor/Partner interse.

    2.24 Only such material which is in sound condition about which the decision of theEngineer-in-Charge shall be final, left surplus with the Contractor after thecompletion of work, including cut pieces shall be returned by the Contractor to the

    Company's Store in sound condition and credit shall be given to him at the rates atwhich the same was issued to him, provided the wastages and losses are withinthe limits as stipulated in Chapter 4, Schedule 4.1, Clause-1.6 of this document.

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    Nothing will be paid towards his handling, transport charges from and to theStores. The Contractors shall not remove any unused material, cut-pieces orwaste from site of work without taking permission in writing from the Engineer-in-Charge. The recovery rate of material issued in excess of actual requirement andnot returned back by the Contractor to the Company's Store, if so required by theCompany, will be higher than the issue rate as per decision of the Engineer-in-Charge.

    2.25 The Contractor shall not carry out any work between the hours of sun-set andsun-rise except in cloudy weather without the prior permission of the Engineer-in-Charge in writing. The Engineer-in-Charge may, however, direct the Contractor to

    carry out the work during nights also and this will not entitle the Contractor to anyextra payment.

    2.26 Machinery issued by the Company shall not be worked over-time without writtenpermission of the Engineer-in-Charge.

    The hourly charges for overtime to be borne by the Contractor shall be higher thannormal charge as decided by the Engineer-in-Charge.

    2.27 WORKS CONTRACT TAX 

    The price to be quoted by the Tenderer to be exclusive of sales tax on workscontract under Local sales tax Act. However, the contractor should opt forexemption from this tax on payment of exemption fee wherever applicable. Forthis purpose the contractor should comply with all rules and regulation includingmaking an application for exemption and obtaining local sales tax registrationwithin the stipulated time under the act. Any additional tax liability on account offailure of the contractor to comply with the provisions of the Act will be to hisaccount and not reimbursed by the Company.Sales tax on works contract under Local sales tax Act shall be paid by thecontractor and same shall be reimbursed by employer at actual on submission ofdocumentary evidenceAll other taxes and duties shall be paid by the contractor.

    2.28 INSURANCE 

    Before commencement of the work at the site, the Contractor shall insure hisworkmen under Workmen's Compensation Insurance Coverage at his cost.

    2.29 The Contractor shall afford all reasonable facilities and cooperation includingclearance of site, use of existing scaffolding to the various other agencies andcontractors for services not included in this contract working on the sitesimultaneously so that the entire work can proceed smoothly to successfulcompletion. The Contractor shall also allow proper coordination and allowexecution of work of other agencies required to be executed on or within the civil

    works simultaneously.

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    2.30 i) Gate pass etc., will be arranged by the Engineer-in-Charge at the writtenrequest of the Contractor giving full particulars of his staff and equipment onperiodical basis. If the activity of any worker or representative of theContractor is considered undesirable or detrimental to the securityarrangements, the Contractor will have to remove the person concernedfrom the work site on demand.

    The Contractor will also be responsible to make good the loss/damage, ifany caused by his men or machinery. The Contractor should submit dailyreports giving the number of workers, skilled and unskilled, trade-wise to theEngineer-in-Charge.

    ii. The contractor shall submit the list of all material / equipment being broughtby them to fulfil his contract in TRIPLICATE to the security gate. One verifiedcopy will be returned to the contractor for his records and reference fortaking out any item of the listed material/equipment. The contractor shall berequired to refer the item number to the Engineer-in-charge while takingaway the item outside the factory premises for repairs or demobilisation.

    2.31 i) The tenderer shall inspect the site of work and its environments, and be wellacquainted with the actual working and other prevalent conditions andfluctuations thereto and quote his rates accordingly after taking all thefactors into account.

    2.32  POST PAYMENT AUDIT

    The Owner reserves the right to carry out a post payment audit and/or technicalexamination of the work and the final bill including all supporting voucher abstractsetc. and to enforce recovery, if any found as a result of such examination, anyover payment, if discovered in respect of any work done by the Contractor underthe contract and such a recovery will be made by the Owner by any or all of thesemodes or methods prescribed herein. If on the other hand any under payment isdiscovered unpaid, the amount shall be duly paid to Contractor by the Owner.Further, the Owner, reserves the right to make such recoveries and adjustments

    notwithstanding the fact that the amount of the final bill may be included by one ofthe parties as an item of dispute before any Arbitrator appointed under theArbitration Clause of the contract.

    2.33  OTHER TERMS & CONDITIONS

    Contractor shall submit list of experienced & competent manpower as required forthe execution of jobs.

    The jobs carried out by the contractor or its supplied manpower has to besupervised properly by competent supervisor. No work or any job will be carried

    out without the presence of supervisor. A qualified Engineer / Site In chargeshould remain at site throughout the operation of the contract.

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    Site work should be supervised under qualified and experiences engineer/staffdeployed by the contractor.

    List of persons proposed to be deployed is to be given to the owner. The ownerreserves the right to test the skills/competency of worker as per role requirement.Spot relieving on man to man basis to be ensured in case of continuous nature of job.

    Daily report indicating manpower deployed and jobs executed are to be furnishedto Officer -in-charge.

    In case of any declaration of strike, lay off or lockout at the Site and if such

    declaration affects the working of the equipment directly or otherwise, no claimduring that period by the contractor is valid and shall not be considered by NL.

    The contractor shall be responsible for the safety & health of his men andmachinery at Site. Any injury caused to the operator(s) or the helper(s) it shall bereported to NL immediately and the contractor shall take necessary action for aspeedy first aid/ medical treatment for the injured. The cost arising out of suchtreatment shall be borne by the contractor only. All compensations payable to theinjured/disable shall be governed by the Workmen’s compensation rules 1924.The contractor at the earliest shall settle all such compensation payments.

    The contractor by virtue of his contract work under this agreement with NCL, shallautomatically come under the purview of the contract labour Regulation andabolition Act 1970, and the contract labour (Central) rules 1971. The contractorshall be required to maintain all registers and submit the periodic returns as maybe necessary under the above said Act and Rules.

    No accommodation for the contractor or his employees shall be provided by NCL.

     __________________________ __________________________

     __________________________ __________________________

     __________________________ __________________________

    TENDERER COMPANY

    PLACE :

    DATE :

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    PART IV

    SPECIFICATIONS 

    3.1 GENERAL 

    1. Unless otherwise stated in the following specifications, the latest IndianStandards with the correction slips shall be followed.

    2. It is not intended to mention every item of work in the specifications whichcan be adequately shown in the construction drawings or to show in theconstruction drawings all items of work described or required by theSpecifications even if they are of such nature that they could have been

    shown thereon. All materials or labour or services for work which is shownon the construction drawings or is reasonably inferable therefrom as beingnecessary to produce a finished job, shall be provided by the Contractorwhether or not the work is expressly covered in the Specifications.

    3.2 WORKMANSHIP

    The quality of the workmanship shall be of first-class and shall conform to thespecifications in every respect and to the latest trade practices and shall be subjectto the approval of the Engineer-in-Charge. Unless otherwise specified tolerances ofvarious items of work shall be as per tolerance drawing (enclosed in Part VI).

    For items/works not covered by these specifications, it shall be carried out as perdirections of the Engineer-in-Charge. In case there is any option or alteration in theSpecifications given herein, the decision of the Engineer-in-Charge shall be finaland binding on the Contractor and no extra claim shall be entertained on thisaccount. All persons employed on the work shall be competent and skilled in theirrespective occupations.

    Any deviation from these specifications shall be subject to prior approval of theEngineer-in-Charge and such approval shall be necessarily discretionary and noextra claim will be entertained on this account.

    The tendered rates shall be for finished works including the cost and carriage of

    materials (unless specified otherwise in the item of work) as well as supply of alltools and tackles, scaffolding, etc., required for proper completion of the works. Allmaterials and/or workmanship which in the opinion of the Engineer-in-Charge isdefective or sub-standard, shall be immediately removed from the site and shall beproperly substituted with proper material and/or workmanship by the Contractor athis own cost.

    3.3 MATERIALS

    All materials to be used in the work shall be new and of such quality and kind asrequired to satisfy the standards of Contract Documents and the latest Indian

    Standards. No re-rolled steel shall be used for the fabrication works. The structuralsteel makes shall be from reputed companies like SAIL, JSPL, JSW or Tata Steel.The sheeting material shall be from Tata Blue Scope only. The Contractor shall, ifrequired, furnish satisfactory evidence as to kind and quality of all materials.

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    Additional tests are not generally required for materials accompanied with suchcertificates, but the Engineer reserves the right to ask for any additional/ second

    test to be done by the Supplier at no extra cost to the Owner/Purchaser.

    3.3.2 Other Materials 

    All other materials not herein fully specified and which may be offered for use inthe works shall be of first class quality and of such kind as is generally used in firstclass works. Except where otherwise specified or authorised by the Engineer-in-Charge in writing, all such materials shall conform to the latest edition of thespecification of the Indian Standard Institution. The Engineer-in-Charge shall haveright to determine whether all or any of the materials offered or delivered for use inthe works are suitable for the purpose.

    3.4 TRADE SPECIFICATIONS 

    3.4.1 Structural Steel Work 

    1.0 General

    The Contractor shall provide all items, articles, materials, operationsmentioned or scheduled on drawings including all labour, material, fixingdevices, handling and erecting equipment and other incidentals necessaryfor their timely completion.

    1.1 All steel work shall conform to IS:800 and the material to IS:2062 and shallbe free from defects impairing strength, durability or appearance andpossessing structural properties to withstand safely the stresses to whichthese shall be subjected. The Contractor shall bear the cost of all tests.

    1.2 Shop Drawings

    The Contractor shall submit shop drawings within such time as asked by theEngineer-in-Charge for approval. These shall show full size sections of all joints and connections, thickness of material used and details of welds,bolts, rivets etc. Shop drawings shall clearly distinguish between shop andfield rivets, bolts and welds. Shop drawings shall be made in conformity with

    IS code and with due regard to speed and economy in fabrication anderection. A marking diagram allotting distinct identification marks to eachseparate piece of steel work shall be prepared. The diagram shall besufficient to ensure convenient assembly and erection at site. All shopdrawings shall show temporary bracings and connections required duringfabrication and erection. All shop drawings shall be prepared in advance ofthe actual fabrication.

    Approval of shop drawings by Engineer-in-Charge shall not absolve theContractor from rectifying the work in case of discrepancy.

    1.3 Welding

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    Welding shall be done as indicated in the drawing and/or conforming toIS:816 unless otherwise specified.

    All welding shall be carried out by qualified welders. Qualification test shallbe conducted by the purchaser and only those welders who qualify this testshall be engaged by the Contractor. All site weld shall be uniform and shallbe free from any slags, cracks and blow holes. Under-cutting of parent metalmust be avoided.

    "Welding in specified areas shall be subjected to X-ray, gamma ray orultrasonic method, as will be specified by purchaser. The extent of suchchecking shall be determined by the Purchaser. Proper equipment hadfacilities are to be arranged by the contactor for such testing purposes.

    Welders and work shall be protected from wind and weather.

    The required number of welded joints as per approved specifications shall betested at the cost of the Contractor.Welds should be made in flat position wherever possible. Adequate stepsshall be taken to maintain the correct arc length, rate of travel, current andpolarity for the type of electrode and nature of work.

    Structural steel shall not be painted or oiled on any area where welding is tobe performed and shall be well cleaned to remove any paint, scale of atleast2 Cm on either side.

    The work shall be securely held in position by means of tack welds, servicebolts, clamps or jigs before commencing welding so as to prevent anyrelative movement due to distortion, wind or other causes. When welding isliable to cause distortion, the work shall be securely held in approved framesor jigs.

    The sequence of welding shall be such that when possible the memberswhich offer the greatest resistance to compression are welded first.

    The welding of a joint shall be arranged so that the resulting tensile andcompressive stresses produced by back portion of the weld, tend to balance

    each other. The step back method welding shall be adopted for continuousrun.

    Fusion faces may be cut by shearing, chipping, machining or machine gascutting. Hand cutting by gas may be substituted for machine gas cutting onlyif the latter is impracticable, and the cutter shall be adequately guided so thatthe cut edge is clean and uniform. If the fusion face is rough, it shall bedressed by chipping, filling, or grinding in a satisfactory manner.

    Welds showing slag inclusion, porosity or lack of proper penetration shall becut and rewelded. Overlap of the toe of the weld and under-cutting of theparent metal should be avoided and where present to a serious extent, shallbe rectified.

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