Tender for the work of

“MODERNISATION AND RENOVATION OF BHARAT SCOUTS AND GUIDES (H.Q.) AT MATHURA ROAD,

NEW DELHI”

OWNER

BHARAT SCOUTS AND GUIDES

PROJECT MANAGEMENT CONSULTANTS

NATIONAL PROJECTS CONSTRUCTION CORPORATION LIMITED (A GOVT. OF INDIA ENTERPRISES)

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Name of Contractor :_______________________________________ Date of application & receipt :_______________________________________ Tender issued on :_______________________________________ Date of receipt of tender :_______________________________________

INDEX ---------------------------------------------------------------------------------------------------------- Sl. No. Details Page No. ---------------------------------------------------------------------------------------------------------- 1. Notice inviting tender - 03 - 10 2. Information and instructions for tenderers - 11 - 14 3. Declaration form & warranty form - 15 - 16 4. Criteria for Prequalification. - 17 5. General conditions of the contract - 18 - 49 6. Special conditions of contract - 50 - 52 7. Additional conditions - 53 - 56 8. Specifications - 57 - 66 9. Evaluation Process and Criteria - 67 - 71 10. Employer requirement & list of approved - 72 - 76 Make and Bank 11. Performa for P.G. - 77 - 78 12. Performa for Agreement - 79 13. Performa for B.G. - 80 14. Bill of Quanties & Quotation Perfoma - 81 - 141 15. Site Plan - 142 -145

Zonal Manager Delhi Zone

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National Projects Construction Corporation Limited (A Govt. of India Enterprises)

Delhi Zone Office, Plot No.148,Sector-44,Gurgaon,Haryana

NIT No.336/DZ/BS&G/837 Date: December 8, 2014

NOTICE INVITING TENDER / REQUEST FOR PROPOSAL (R F P)

Sealed offers are invited for and on behalf of Bharat Scouts and Guides from experienced and competent agencies for the work of Renovation and Modernisation as per details given here under:

Name of Work Modernisation and Renovation of Bharat Scouts and Guides (H.Q.) at Mathura Road, New Delhi on design concept proposal basis

Name of Owner Bharat Scouts and Guides

Estimated cost of project Rs. 450 Lacs Date of Sale of Tender 10.12.2014 to 30.12.2014

Date of Submission of Tender & Opening of Technical Bid

31.12.2014 Upto 2.00 PM and 2.30 PM respectively

The Agencies are required to submit the offer/priceBid alongwith Design Concept Proposals

For details log on to our website www.npcc.gov.in

Zonal Manager (DZ) Ph.0124-2386620

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National Projects Construction Corporation Limited (A Govt. of India Enterprises)

Delhi Zone Office, Plot No.148,Sector-44,Gurgaon,Haryana

NIT No.336/DZ/BS&G/ 837 Date: December 08 , 2014

NOTICE INVITING TENDER

M/S National Projects Construction Corporation Limited (A Govt. of India Enterprises) invites sealed Item and percentage & Item rate tender from experienced and competent agencies in 03 (Three) envelop system. Name of work : Modernisation and Renovation of Bharat Scouts and Guides

(H.Q.) at Mathura Road, New Delhi on Design Concept Proposal Basis (DCPB).

Time Period : 08 (Eight) months for planning , approval and completion of work

Estimated cost : Rs. 450.00 Lacs

Earnest money Deposit : Rs. 09.00 Lakhs (Rupees Nine Lakhs only) in the form of DD/ FDR / BG valid for 120 days in favour of NPCC Limited. Payable at Delhi.

Cost of tender document : Rs 10,000.00 in Cash/DD in favour of NPCC Ltd. payable at Delhi. (Non-refundable)

Sale of Tender Document : From 10.12.2014 to 30.12.2014

Last date for submission of tender document

: 31.12.2014 upto 02:00 PM

Date of opening of Technical Bid

: 31.12.2014 at 02:30 PM

Separate envelope(s) should be subscribed as “EMD”,”Technical bid with Design concept in hard and soft copies” & “Tender Document with price bid”. Tender document may be obtained from the office of the undersigned w.e.f. 10.12.2014 to 30.12.204 during working hours.The tender document is also available at NPCC web site www.npcc.gov.in downloadable form. In case the tenderer submit the downloaded tender Tender cost shall be deposited along with Tender document. The tenderer has to ensure that the tender so downloaded is complete along with all corrigendum/addendum,if any. Incomplete Tender shall be rejected outrightly.The tenderer without requisite EMD shall be rejected out rightly.

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The date of opening of price bid will be intimated only to the qualified agencies separately.Amendment/Corrigendum if any shall be hoisted on NPCC website only. This RFP is neither an agreement, nor an offer or invitation to perform work of any kind to any party. The purpose of this RFP is to provide interested parties with information to assist the preparation of their bid. While NPCC has taken due care in the preparation of the information contained herein, and believe it to be completed and accurate, neither it nor any of its authorities or agencies nor any of its respective officers, employees, agents or advisors give any warranty or make any representations, expressed or implied as to the completeness or accuracy of the information contained in this document or any information which may be provided in association with it. Further, NPCC does not claim that the information is exhaustive. Respondents to this RFP are required to make their own inquiries/ surveys and will be required to confirm, in writing, that they have done so and they did not rely solely on the information in RFP. NPCC is not responsible if no due diligence is performed by the Respondents NPCC LTD, reserves the right not to proceed with the Project at site or to change the configuration of the Project, to alter the time-table reflected in this document or to change the process or procedure to be applied. It also reserves the right to decline to discuss the Project further with any respondent. No reimbursement of cost of any type or on any account will be paid to persons or entities submitting their Bid. 1. Important Points

1.1 Bidder is an Indian organization

1.2 Bidder must not have been blacklisted or deregistered by any government agencies or public sector undertaking after the submission of their Application at the EOI stage. If so the same shall be brought to the notice of the Employer.

1.3 RFP document consists of: 1. Volume in Original of this Bid Document. 2. Layout Plan of floor. 1.4 Bidders may obtain further clarification, if any, in respect of this RFP

document from the office of the Zonal Manager, National Projects Construction Corporation Ltd.Sec-44,Plot no-148 Gurgaon(Haryana)

1.5 The Contract shall be governed by the documents listed in Para 1.3 above and relevant standards and specifications.

1.6 All Bidders are hereby cautioned that Bids containing any material deviation or reservation as described in Clauses of “Instructions to Bidders” and/ or minor deviation without quoting the cost of deviations shall be considered as non-responsive and shall be summarily rejected.

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1.7 National Projects Construction Corporation Ltd. reserves the right to accept or reject any or all bids without assigning any reasons. No Bidder shall have any cause of action or claim against the NPCC for rejection of his Bid.

1.8 All designs and other information submitted in response to this RFP shall be the property of National Projects Construction Corporation Ltd.and it shall be free to use the concept of the same at its will.

2.0 Scope of Work The scope of work in general shall include the following: Preparation of Comprehensive Plan, Preliminary and detailed architectural drawings keeping in view the general requirement as provided by BSG and is given below: (i) Optimum space utilization- This calls for space management in totality

considering the space available and staff strength. All data pertaining to space, staff strength, entitlements etc . Functional convenience of each technical unit may also be considered.

(ii) Provision of conference/committee room, reading room, pantry and machine room on each floor to the extent possible.

(iii) Provision of storage at each floor.

(iv) Provision of security system at each entry point of the premises

(v) Energy efficient/saving arrangement be made with the objective that not much additional power load is required.

(vi) All cabling (power as well as communication) be made such that output is available very close to functional seat. Provision for next 10 years may be made accordingly. All cabling be concealed. The building be made Wi-Fi enabled so that cabling requirement is reduced.

(vii) All electrical fittings be made available close to the seating to avoid hanging cables. The fittings should contain requirement for computer, printer etc. Sufficient provision be made so that no extension boards are required.

(viii) Efforts be made to make maximum use of natural light.

(ix) Planning be made to have sensors such that power requirements gets reduced (

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(x) Possibility of carving out a large conference room, auditorium etc may be explored.

(xi) Provisions of Aesthetically suitable Art work including various Technical and General Display to be covered in the Planning.

To obtain approval of OWNER for the conceptual plans of project, submission of Architectural drawings and plans

Preparation of layout and detailed designs and drawings of buildings, plumbing, sanitary, water supply, electrical services, generators, air-conditioning , lifts, fire protection services, telephone, wiring, T.V. antenna, etc. as per requirement Submission of Planning and Implementation schedules for various major items of work in terms of physical and financial milestones.

Co-ordination with all other agencies, local authorities/bodies for implementation of project as per requirement of site conditions and local bye-laws..

Complete Repair, Maintenance of Project during defect liability period (for one year), including removal of defects and handing over the project to OWNER in complete and good shape . Getting approval of implementation plan from NPCC/ BSG from time to time.

Note: Bidder shall arrange for the Presentation stating as to how he is going to tackle this project & complete it within the stipulated time period. This is necessary in order to make the Employer understand the various difficulties in the Project from the Bidder’s perspective.

2.0 Preparation of Bid

2.1 Bidder’s responsibility

(i) The Bidder is solely responsible for the details of his Bid and the preparation of Bids. (ii) The Bidder is expected to examine carefully all the contents of RFP

document as mentioned in Notice Inviting Bids including instructions, conditions, forms, terms, Employer’s Requirements etc and take them fully into account before submitting his offer. Bids, which do not satisfy all the requirements, as detailed in these documents, are liable to be rejected as being unresponsive.

(iii) The Bidder shall be deemed to have inspected the Site and its

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surroundings and taken into account all relevant factors pertaining to the Site, while preparing and submitting the Bid.

2.2 Project Inspection and Site Visit (i) Any Site information given in this RFP is for guidance only. The Bidder is

advised to visit and examine the Site of works and its surroundings at his/their cost and obtain at his/their own responsibility, any information that may consider necessary for preparing the Bid and entering into a Contract with the Employer, including availability of electricity, water and drainage, where applicable.

(ii) NPCC Ltd shall not be liable for such costs, regardless the outcome of

the selection process. 2.3 Documents Comprising the Bid. Bid shall be submitted in a Sealed Envelope which contains following:-

1. Sealed Envelope contains DD of Rs.10,000/- (Rs. Ten

Thousand only) in favour of NPCC Ltd payable at Delhi as Tender Fee in case if RFP downloaded from our web page.

2. Sealed Envelope contains EMD of Rs. 9,00,000/- (Rs. Nine Lacs only) in favour of NPCC Ltd payable at Delhi as Earnest Money Deposit .

3. Sealed Envelope contains Financial Bid in the Format given in this Bid Document.

Bidder shall submit their Bids in two packages namely the TECHNICAL BID and the FINANCIAL BID. The contents of the TECHNICAL BID and FINANCIAL BID are as mentioned below:

2.3.1 Contents of TECHNICAL BID

The Technical Bid, clearly labeled as “TECHNICAL BID”, has to be submitted in two parts, Part-A shall consist of information for responsiveness and other information about Bidders, as required under RFP and Part –B shall be the technical Bid.

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(a) Part –A shall comprise the following.

(i) Sealed Envelope contains DD of Rs.10,000/-(Rs. Ten Thousand only)

in favour of NPCC Ltd payable at Delhi as Tender Fee in case if RFP downloaded from our web site.

(ii) Earnest Money Deposit, in original, in a separate envelope, sealed and duly marked “Earnest Money Deposit”.

(iii) Initialed RFP document.

(b) Part –B shall comprise the followings I) 1. Technical Presentation of Scheme The Technical Presentation shall be prepared keeping in mind the evaluation criteria defined above and should cover in detail the following:- (i) Understanding and comprehension of the work involved. (ii) The approach and methodology proposed for designing and executing the

works covered in the scope of work. (iii) Unique features of the design and the construction technology

proposed to be used for the Project and any other special information as deemed relevant by the Bidder in support of the Bid.

(iv) Basic architectural concept and drawings of the Project. The concept and layout containing the following in detail:-

a) Space requirements / programme, Area Computation charts

b) Service requirements (area wise), structural systems etc.

c) Furniture layout. Plans are to be prepared with provision of future expansion.

(v) Programme of Works, a comprehensive Project Implementation Programe (Hard and soft copy) with list of activities, timelines and milestones. A detailed overall activity chart indicating the duration and timing of all major activities. Proposal for Progress Monitoring as per Baseline Programme

2.3.2 Contents of FINANCIAL BID

(a) The Financial Bid, clearly labeled as “ FINANCIAL BID” will contain the Financial Bid.

(b) The Financial Bid should be submitted, in a separate sealed

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envelope, in the format prescribed. These prices should include all costs associated with the Project including any mobilization expenses, all taxes, charges, levies, cess, VAT, etc. including service tax.

2.3.3 The list of documents has been prepared mainly for the convenience of the Bidder and any omission on the part of NPCC shall not absolve the Bidder of the responsibility of going through the various clauses in RFP including the specifications and to submit all the details specifically called for (or implied) in those clauses.

2.3.4 Cost of Bidding The Bidder shall bear all costs associated with the preparation and

submission of the Bid as well as costs associated for facilitating the evaluation. NPCC shall in no case be responsible or liable for these costs, regardless of the conduct or outcome of the bidding process.

2.3.5 Language of Bid The Bid and all related correspondence and documents relating to the

Project shall be in English language only. Supporting documents and printed literature furnished by the Bidder may be in another language provided they are accompanied by an accurate English translation which shall be certified by a qualified translator. Any material that is submitted in a language other than English and which is not accompanied by an accurate English translation will not be considered.

2.3.6 Currency of Bid Bid prices shall be quoted in Indian Rupees

Zonal Manager (DZ)

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National Projects Construction Corporation Limited (A Government of India Enterprise)

INFORMATION AND INSTRUCTIONS FOR TENDERERS:

1. The details of work to be carried out and its scope are given in the “Notice Inviting

Tender” which also indicates a brief description of the project where work is to be executed. The tenderers are advised to study the same carefully before tendering and they shall be deemed to have fully acquainted themselves with the same.

2. Proposed area of each floor is 594 sqm . Detail Proposals with Layout plans and specifications are invited for the Modernisation and Renovation of Bharat Scouts and Guides (H.Q.) at Mathura Road, New Delhi as per the specifications in the tender document with maximum utilization of space. All approvals/sanctions from BSG/NPCCDrawing Preparation,Getting approvals from NPCC and further with the required departments shall be in the scope of the agency and no extra cost shall be paid for the same except for the statutory fees.

3. The tenderers, in their own interest, are also advised to inspect and examine the

site and its surroundings and satisfy themselves, before submitting their tenders, in respect of the site conditions including, but not restricting to, the following which may influence or affect the work or cost thereof under the contract.

a) Site conditions including access to the site, existing and required roads and other

means of transport/communication for use by him in connection with the work. b) Requirement and availability of land and other facilities for his enabling works,

Office, stores and workshops etc. c) Ground condition including those bearing upon transportation, disposal, handling

and storage of materials required for the work or obtained therefrom. d) Source and extent of availability of suitable materials including water etc. and

labour (skilled and unskilled) required for work and laws and regulations governing their use and employment.

e) Geological, meteorological, topographical and other general features of the site and

its surroundings as are pertaining to and needed for the performance of the work, with other specifications, drawings for reference and guidance.

f) The limit and extent of surface and sub-surfaced water to be encountered during

the performance of the work and the requirement of drainage and pumping. g) The type of equipment and facilities needed, preliminary to and for the performance

of the work; and

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h) All other information pertaining to and needed for the work including information as to the risks, contingencies and other circumstances which may influence or affect the work or the cost hereof under this contract.

5. The tenderers should note that information, if any, in regard to the site local

conditions as contained in these tender documents, except for the material agreed to be supplied by the NPCC Ltd., has been given merely to assist the tenderer and is not warranted to be complete.

6. The tenderers should note and bear in mind that the NPCC Ltd. shall bear no

responsibility for the lack of acquaintance of the site and other conditions or any information relating thereto, on their part. The consequences of the lack of any knowledge, as aforesaid, on the part of the tenderer shall be at their risk and cost and no charges or claims whatsoever consequent upon the lack of any information, knowledge of understanding shall be entertained or payable by the NPCC Ltd.

7. The offer should be valid for 120 (One Hundred and Twenty) days from the date of

submision of the tender. 8. The tender should be submitted in the prescribed form and the same should be

signed properly as laid down hereunder:- a) If the tender is submitted by an individual, it shall be signed by the proprietor above

his full name and full name of his firm with its current business address. b) If the tender is submitted by a proprietory firm, it shall be signed by the proprietor

above his full name and full name of his firm with its current business address. c) If the tender is submitted by a firm in partnership, it shall be signed by all the

partners of the firm above their full name and current business addresses, or by a partner holding the power of attorney for the firm by signing the tender in which case a certified copy of the power of attorney shall accompany the tender. A certified copy of the partnership deed and current business address of all the partners of the firm shall accompany the tenders.

d) If the tender is submitted by a limited company or a limited Corporation, it shall be

signed by a duly authorized person holding the power of attorney for signing the tender in which case a certified copy of the power of attorney shall accompany the tender. Such limited company or corporation may be required to furnish satisfactory evidence of its existence before the contract is awarded.

e) If the tender is submitted by a group of firms, the sponsoring firm shall submit

complete information pertaining to each firm in the group and state along with the bid as to which of the firms shall have the responsibility for tendering and for completion of the contract document and furnish evidence admissible in law in respect of the authority assigned to such firm on behalf of the group of firms for tendering and for completion of the contract document. The full information and satisfactory evidence pertaining to the participation of each member of the group of firm in the tender shall be furnished along with the tender.

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f) All witnesses and sureties shall be persons of status and their full names, occupations and addresses shall be stated below their signatures. All signatures affixed on each page in the tender will be dated.

g) The tender for the works shall not be witnessed by a tenderer or tenderers who

himself/ themselves has/have tendered or who may and has/have tendered for the same works. Failure to observe this condition shall render the tender of the tenderer tendering as well as of the witnessing the tender liable to rejection.

9. The tenderer shall furnish with his tender:- a) Details of technical and supervisory personnel already employed by tenderer which

he proposes to utilize for this work and such other personnel which he purposes to employ further for this work.

b) The details of construction plant, equipment and machinery and its planning schedule.

c) The details of plant, equipment and machinery immediately available with the

tenderer for deployment on the work. d) Relevant information on the capacity, financial resources and experience about

himself. e) The tender document can be purchased from the office of Zonal Manager Delhi

Zonal Office, NPCC Ltd. Sec-44, Plot No.148 Gurgaon (HR) for non-refundable Rs10000.00 (Rupees Ten Thousand Only) for each tender during any working day from 11:00 A.M. to 4:00 P.M.during sale period

10. a) Earnest money amounting to Rs. 9,00,000.00 (Rupees Nine Lacs only) must

accompany tender and the same should only be deposited in the form of a Demand draft/FDR/BG from any Scheduled/Nationalized bank in favour of M/s. NPCC Ltd. payable at Delhi.

b) If during the tender validity period, the tenderer, withdraws his tender, the Earnest

money deposit shall be forfeited. c) The earnest money deposit will be returned to the unsuccessful tenderers after

expiry of validity period or the award of work to the lowest bidder which is earlier.Earnest money deposit of successful bidder can be refunded after submission of performance Gurantee or can be adjusted in performance Gurantee/Security Deposit.

d) EMD should be deposited in a separate sealed cover.

11. The rates shall be written both in words and in figures. A tenderer shall also show the total of each item, the total of each schedule and the grand total of the whole contract. Corrections, if any, shall be made by crossing out, installing, dating and rewriting. In case of confution between the figures and words in the rates, the later shall prevail.

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12. The NPCC Ltd. shall have the right of rejecting all or any of the tenders and split the

work between two or more parties and also will not be bound to accept the lowest or any tender and NPCC’s decision in this regard shall be final and binding on all tenderers.

13. a) The tender shall be submitted in three envelope system. The envelope I

contains the EMD, envelope II contains Prequalification documents along with detail Plans & envelope III contains the Tender Document with Price bid.

b) Tenders will be opened in the presence of tenderers who may be present at the

time of opening of tender.NPCC Ltd. officers will on opening of tenders of the absentee tenderer, prepare a statement of the attested and unattested corrections in the tender over their signatures. Such a list shall then be binding on the absentee tenderer.

c) Price Bid (Envelope-III) of only those successful tenderers shall be opened, whose

Plans and Prequalification Criteria’s are approved by the screening committee which shall be intimated on a later stage.

14. The tenderers shall not be entitled during the period of validity of their offers, to

revoke or withdraw their tenders or vary any terms in regard thereof without the consent of the NPCC Ltd. in writing. The tenderer shall get his earnest money paid alongwith the tender forfeited for any violation of this clause.

15. If the tenderer fails to commence the work given in the scope of work within ten

days from the date of issue of written order to commence the work, the NPCC Ltd. shall have a right to forfeit the earnest money deposited by the tenderer absolutely without prejudice to other rights and remedies available with NPCC Ltd.

16. The “Notice Inviting Tender” and this “Information and Instructions for

Tenderer” shall form part of the Tender Documents.

17. Any addendum/corrigendum issued before the date of opening of tender will form part of tender documents.

Dated: Signature of the Contractor Witness: Address:

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To, Zonal Manager NPCC Limited Delhi Zone, Gurgaon I/We have read examined the following tender documents relating to the work of Modernisation and Renovation of Bharat Scouts and Guides (H.Q.) at Mathura Road, New Delhi on Design Concept Proposal Basis (DCPB). a) Notice inviting tender b) Information & instructions for tenderers c) Warranty form d) Criteria for Pre-qualification e) General conditions of contract f) Contractor’s labour regulations & safety code g) Special conditions h) Additional conditions i) Specifications j) List of approved make k) Bill of Quanties & Quotation Proforma l) site plan I/We hereby, tender for execution of the works referred to in the documents mentioned in paragraph I above upon the terms and conditions contained or referred to in the aforesaid documents and in accordance with the specifications, and other details given therein within the period(s) of completion as given in Notice Inviting Tenders and subject to such terms and conditions as stipulated. I/We agree to keep this tender open for acceptance for 120 days from the date of submission thereof and also agree not to make any modifications in its terms and conditions of our own accord. A sum of Rs. __________________________ is hereby forwarded in form of Demand draft/FDR/BG as earnest money. I/We agree if I/We fail to keep the validity of tender open, as aforesaid, or make any modification in the terms and conditions of my/our tender of our own accord and/or after the acceptance of our tender if I/We fail to commence the execution of the works, as provided in the document referred to in paragraph 1 above, I/We shall become liable for forfeiture of my/our earnest money, as aforesaid, and the Corporation shall without prejudice to any other right or remedy, be at liberty to forfeit the said earnest money absolutely. Should this tender be accepted, I/We agree to abide by and fulfil all the terms and conditions and provisions of the above mentioned tender documents. I/We certify that the tender submitted by me/is strictly in accordance with the terms, conditions, specifications, etc. as contained in your tender documents, referred to in paragraph 1 above, and it is further certified that it does not contain any deviations to the aforesaid document. Witness Signature in the capacity of:

Duly authorized to sign the tender

On behalf of the (in block letter) Date Address:

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WARRANTY FORM We/I, M/s. ______________________________________________ having its registered office at ___________________________________________ (hereinafter referred to as the Contractor) having carefully studied all the documents, specifications, etc. pertaining to the contract for the Work of Modernisation and Renovation of Bharat Scouts and Guides (H.Q.) at Mathura Road, New Delhi on Design Concept Proposal Basis (DCPB). DO HEREBY WARRANTY THAT 1. The Contractor is familiar with all the requirements of the contract.

2. The Contractor has investigated the site and satisfied himself regarding the character

of the work and local conditions that may affect the work or its performance.

3. The Contractor is satisfied that the work can be performed and completed as required in the contract.

4. The Contractor accepts all risks directly or indirectly connected with the performance of the contract.

5. The Contractor has had no collusion with other contractors, with any of the men of the Engineer-in-charge or with any other person in Department executes the said works according to the terms and conditions of the contract.

6. The Contractor has not been influenced by any statement or promise of the Department of Engineer-in-charge but only the contract, documents.

7. The Contractor is financially solvent.

8. The Contractor is experienced and competent to perform the contract to the satisfaction of the Engineer-in-charge.

9. The statement submitted by the Contractor is true.

10. The Contractor is familiar with all general and special laws, acts, ordinance, rules and

regulations of the municipalities, district, state and central govt. that may affect the work, its performance or personnel employed therein.

Dated For & behalf of the Contractor

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CRITERIA FOR PREQUALIFICATION

1. The Agency interested in bidding should be having sufficient experience in the field of Construction and Renovation of Building works on Design Basis during last 7 years ending last day of month previous to the one in which tender is invited. Experience with private sector must be supported with TDS (Form 16A) certificate. Experience/Performance certificates issued from Private agencies without TDS certificate will not be considered.

a. Three similar works completed each of value 40% of the estimated cost

OR

b. Two similar works completed each of value 50% of the estimated cost

OR

c. One similar work completed of 80% of value of the estimated cost.

And

One Completed work of any nature (either part of (i) or a separate one) costing not less than the amount equal to 40 % of the estimated cost put to tender with some Central Government Department/State Government Department/Central Autonomous Body/ Central Public Sector undertaking.

* Similar works mean: Building works comprising of renovation / construction of

Institutional building or Residential buildings / complex on Design Concept basis. Completion certificate needs to be enclosed

2. The agency should have an independent E.P.F.code no. or demonstrate its

willingness to obtain the same after award of work.

3. The average annual financial turnover during the last three years ending 31st March of the previous financial year, should be atleast 30% of the estimated cost.Supporting documents are needs to be enclosed

4. The joint ventures are not permitted.

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5. The agency should have solvancy limit of 40% of the estimated cost issued by Nationilised or Scheduled Bank. Supporting documents needs to be enclosed.

6. The agency should have valid D VAT, Service Tax Registration number, supporting documents need to be enclosed.

GENERAL CONDITIONS OF CONTRACT : INTERPRETATION & DEFINITION

1. Singular & Plural :- Where the context so requires, words imparting the singular

only also include the plural and vice versa. 2. Headings & Marginal notes to conditions: - Headings and marginal notes to

those general conditions shall not be deemed to form part thereof or to be taken into consideration in the interpretation or construction thereof or of the contract.

3. Definitions: -

a) `Owner’ means the Central Water Commission and shall include their legal representatives, heirs and successors.

b) Corporation/NPCC Ltd. shall mean the National Projects Construction Corporation Limited, New Delhi, having its registered office at Raja House, 30-31, Nehru Place, New Delhi – 110019. Enterprise of Government of India and shall include their legal representatives, successors and permitted assigns.

c) The `Accepting Authority’ shall means the Zonal Manager ,Delhi Zone

appointed by the Chairman and Managing Director of M/s. National Projects Construction Corporation Limited.

d) The “Contract” shall mean the notice inviting the tender, the tender and

acceptance thereof and the formal agreement, if any, executed between the National Projects Construction Corporation and the contractor together with the documents referred to therein including these conditions with appendices and any special conditions, the specifications, designs, schedule of quantities with rates and amounts and schedule of rates. All these documents taken together shall be deemed to form one contract and shall be complimentary to one another.

e) The “Contractor” shall mean the individual or firm or company whether

incorporated or not, undertaking the works and shall include legal representatives of such individual or persons composing such firm or unincorporated company or successors of such firm or company as the case may be and permitted assigns of such individual or firm or company.

f) The “Contract Sum” shall mean: in the case of item rate contracts the cost of

the works arrived at after extension of quantities shown in Schedule of the Quantities by the item rates quoted by the tenderer for the various items.

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g) A “Day” shall mean a day of 24 hours from mid-night to midnight irrespective of the number of hours worked in that day.

h) “Engineer-in-charge” shall mean the Engineer officer appointed by the Corporation or his duly authorized representative who shall direct, supervise and be in-charge of the works for purposes of this contract.

i) “Excepted risks” are risks due to riots (otherwise than among contractor’s

employees) and civil commotion (in so far as both these are uninsurable), war (whether declared or not), invasion, act of foreign enemies, hostilities, civil war, rebellion, revolution, insurrection, military or usurped power any acts of govt. damage from aircraft, acts of God such as earth-quake lightning and unprecedented floods and other causes ever which the Contractor has no central and accepted as such by the Accepting Authority causes solely due to use or occupation by the Corporation of part of works in respect of which a certificate of completion has been issued.

j) “Market rate” shall be the rate as decided by the Engineer-in-charge on the basis

of the cost of materials and labour at the site where the work is to be executed.

k) Schedule(s) referred to in these conditions shall mean the relevant schedule(s) annexed to the tender papers issued by the Corporation prescribed by the Corporation and the amendments thereto issued from time to time.

l) The “Site” shall mean the lands and/or other places on under in or through which

the work is to be executed under the contract including any other lands or places which may be allotted by the Corporation or used for the purposes of the contract.

m) “Temporary works” shall mean all temporary works of every kind required in or

about the execution, completion or maintenance of the works.

n) “Urgent works” shall mean any urgent measures which, in the opinion of the Engineer-in-charge, become necessary during the progress of the work to obviate any risks of accident of failure or which become necessary for security.

o) A “week” shall mean seven days without regard to the number of hours worked in

any day in that week.

p) The “works” shall mean the works to be executed in accordance with the contract or part(s) thereof as the case may be and shall include all extra or additional, altered or substituted works or temporary and urgent works as required for performance of the contract.

4. Contract Documents :- The Contractor shall be furnished, one true copy of the

contract documents except standard specification and he should keep the copy of these documents on the site in good order, and the same shall at all reasonable times be available for inspection and use by the Engineer-in-charge, his representatives or by other inspecting officers.

4.1 None of these documents shall used by the Contractor.

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4.2 The contractor shall take necessary steps to ensure that all persons employed on any work in connection with this contract have noticed that the Indian Official Secrets Act 1923 (XIX of 1923) applies to them and shall continue to apply even after the execution of such works under the contract.

5. Works to be carried out :- The work to be carried out under the contract shall,

except as otherwise provided in these conditions, include all labour, materials, tools, plant, equipment, and transport which may be required in preparation of and for and in the full and entire execution and completion of the works. The descriptions given in the Schedule of Quantities shall, unless otherwise stated, be held to include wastage on materials, carriage and cartage, carrying in return of empties, posting, setting, fitting and fixing in position and all other labour necessary in and for the full and entire execution and completion as aforesaid in accordance with good practice and recognized principles.

6. Inspection of site :- The Contractor shall inspect and examine the site, and its

surrounding and shall satisfy himself before submitting his tender as to the nature of the ground and subsoil (so far as is practicable), the form and nature of the site, the quantities and nature of work and material necessary for the completion of the works and the means of access to the site, the accommodation he may require and in general shall himself obtain all necessary information as to risks, contingencies and other circumstances which may influence or affect his tender. No extra charges consequent on any misunderstanding or otherwise shall be allowed.

7. Sufficiency of tender: - The Contractor shall be deemed to have satisfied himself

before tendering as to the correctness and sufficiency of his tender for the works and of the rates and prices quoted in the schedule of quantities, which rates and prices shall except as otherwise provided, cover all his obligations under the contract and all matters and things necessary for the proper completion and maintenance of the works.

8. Discrepancies and adjustment of errors: - The several documents forming the

contract are to be taken as mutually explanatory of one another, detailed drawing being followed in preference to small scale drawing and figure dimensions in preference to scale and special conditions in preference to general conditions.

8.1 In case of discrepancy between Schedule of Quantities, the Specifications and/or

the drawings, the following order to preference shall be observed. a) Particular specifications and special conditions if any. b) Drawings. c) General specification. 8.2 If there are varying or confusening provisions made in any one documents forming

part of the contract, the accepting authority shall be the deciding authority with regard to the intention of the document.

8.3 Any error in description, quantity or rate in Price Bid or any omission therefrom shall

not vitiate the contract or release the contractor from the execution of the whole or any part of the works comprised therein according to the drawing and specifications or from any of his obligations under the contract.

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8.4 If on check there are found to be differences between the rates given by the

contractor in words and figures or in the amount worked out by him in the schedule of quantities and general summary, the same shall be adjusted in accordance with the following rules :-

a) In the event of a discrepancy between description in words and figures quoted

by a tenderer, the description in words shall prevail. b) In the event of an error occurring in the amount column of schedule of quantities

as a result of wrong extension of the unit rate and quantity, the unit rate shall be regarded as firm and extension shall be amended on the basis of the rate.

c) All errors in totaling in the amount column and in carrying forward totals shall be corrected.

d) The totals of various sections of schedule of quantities amended shall be carried over to the general summary and the tendered sum amended accordingly. The tendered sum so altered shall, for the purpose of tender, be substituted for the sum originally tendered and considered for acceptance instead of the original sum quoted by the tenderer.

9. All compensation or other sums of money payable by the contractor under the

terms of this contract or any other contract or any other account whatsoever may be deducted from or paid by the sale of a sufficient part of his security deposit or from any sums which may be due or may become due to the contractor by corporation on any account whatsoever and in the event of his security deposit being reduced by reasons of such deduction or sale as aforesaid, the contractor shall within fourteen days of receipt of notice of demand from the Engineer-in-charge make good the deficit.

9.1 Refund of security deposit: - The security deposit so retained from the bills of the

contractor will be released only after rectification of the defects pointed out by NPCC during the defect liability period i.e. 12 months from the certified date of completion of work.

9.2 On expiry of the Defects Liability period or on payment of the amount of the final bill whichever is later, the Engineer-in-charge shall on demand from the contractor, refund to him the security deposit provided the Engineer-in-charge is satisfied that there is no demand outstanding against the contractor.

9.3 No interest shall be payable to the contractor against the Security Deposit

furnished/recovered from the contractor, by the Corporation. 10. Deviations/variations extent & priming :- The Engineer-in-charge shall have

power(i) to make alterations in, omissions from, additions to, or substitutions for the original specifications, drawings, designs and instructions that may appear to him to be necessary or advisable during the execution of work.Nothing extra shall be paid to the contractor.In case of reduce in the scopeofwork sutaible amount shall be deducted from the bills of the contractor.

11. Suspension of works :- a) The contractor shall, on receipt of the order in writing of the Engineer-in-charge, suspend the progress of the works or any part thereof for

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such time and in such manner as the Engineer-in-charge may consider necessary for any of the following reasons :-

i) On account of any default on part of the Contractor; or

ii) For proper execution of the works or part thereof for reasons other than the default of the Contractor or iii) For safety of the works or part thereof, the Contractor shall, during such

suspension, properly protect and secure the works to the extent necessary and carry out the instructions given in that behalf by the Engineer-in-charge.

b) If the suspension is ordered for reasons (ii) and (iii) sub-para (a) above:-

i) The contractor shall be entitled to an extension of the time equal to the period of every such suspension plus 25%. Time and Extension for Delay:

12. The time is essence of the contract. The time allowed for Planing Approvals and

execution of work is Twenty two months from date of issue of letter to commencement of work. The execution of the works shall commence within ten days from on which the corporation issues written orders to commence the work. If the contractor commits default in commencing the execution of the work as aforesaid, Corporation shall without prejudice to any other right or remedy be at liberty to forfeit the earnest money absolutely.

12.1 As soon as possible after the contract is concluded the Engineer-in-charge and the

contractor shall agree upon a time and progress chart. The chart shall be prepared in direct relation to the time stated in the contract documents for completion of items of the works, if shall indicate the forecast of the dates of commencement and completion of various trades or sections of the work and may be amended as necessary by agreement between the Engineer-in-charge and the contractor within the limitations of time imposed in the contract documents, and the contractor shall in all cases in which the time allowed for any work exceeds one month complete 1/8th of the whole of the work before ¼th of the whole time allowed in the contract has clapsed, 3/8th of the work before one half of such time has clapsed and ¾th before ¾th of such time has clapsed.

12.2 If the works be delayed by a) Force majeure, or b) Abnormally bad weather, or c) Serious loss or damage by fire, or

d) Civil commotion, local combination of workmen, strike or lock out, affecting any of the trades employed on the work, or e) Delay on the part of other contractors or trademen engaged by Corporation in executing work not forming part of the contract, or f) Non-availability of stores, which are the responsibility of Corporation to supply, or g) Any other cause which, in the absolute discretion of the authority mentioned in general conditions of contract is beyond the contractor’s control;

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then upon the happening of any such event causing delay, the contractor shall immediately give notice thereof in writing to the Engineer-in-charge but shall nevertheless use constantly his best endeavours to prevent or make good the delay and shall do all that may be reasonably required to the satisfaction of the Engineer-in-charge to proceed with the works.

12.3 Request for extension of time, to be eligible for consideration, shall be made by the

Contractor in writing within fourteen days of the happening of the event causing delay. The contractor may also if practicable indicate in such a request the period for which extension is desired.

12.4 In any such case the authority mentioned in General condition of contract may give a fair and reasonable extension of time for completion of the work. Such extension shall be communicated to the contractor by the Engineer-in-charge in writing, within 3 months of the date of receipt of such request by the Engineer-in-charge. However such extension shall not entitle the contractor to any claim for money.

12.5 The contractor shall arrange at his own expense all tools, plant and equipment

(hereinafter referred to as T & P) required for execution of the work. 13. MATERIALS: 13.1. a) The Contractor shall at his own expenses, provide all materials required

for the works ..

1) All materials to be provided by the Contractor shall be in conformity with the specifications laid down in the contract and the contractor shall, if request by the Engineer-in-charge furnish proof to the satisfaction of Engineer-in-charge that the materials so comply.

2) The Contractor shall at his own expenses and without delay supply to the Engineer-in-charge samples of materials proposed to be used in the works. The Engineer-in-charge shall within seven days of supply of samples or within such further period as he may require intimate to the contractor in writing, whether samples are approved by him or not. If samples are not approved, the sub-contractor shall forthwith arrange to supply to the Engineer-in-charge for his approval fresh samples complying with the specification laid down in the contract.

3) The Engineer-in-charge shall have full powers to require removal of any or all of the materials brought to site by the Contractor which are not in accordance with the contract specifications or do not conform in character or quality to samples approved by him. In case of default on the part of the contractor in removing rejected materials the Engineer-in-charge shall be at liberty to have them removed by other means. The Engineer-in-charge shall have full powers to procure other proper materials to be substituted for rejected materials and in the event of the contractor refusing to comply, be may cause the same to be supplied by other means. All costs, which may attend upon such removal and/or substitution, shall be borne by the Contractor.

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13.2. The Contractor shall indemnify the Corporation, its representatives or employees of the Corporation against any action, claim or proceeding relating to infringement or use of any patent or design or any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any articles or material or part thereof included in the Contract. In the event of any claim being made or action being brought against the Corporation or any agent, servant or employee of the Corporation in respect of any such matters as aforesaid the such contractor shall immediately be notified thereof. Provided that such indemnify shall not apply when such infringement has taken place in complying with the specific directions issued by the Corporation but the contractor shall pay any royalties or other charges payable in respect of any such use, the amount so paid being reimbursed to the contractor only if the use was the result of any drawings and/or specifications issued after submission of the tender.

13.3. Subject as hereinafter provided in condition all charges on account of octroi,

terminal or sales tax and other duties on materials obtained for the works from any source (excluding materials supplied by the corporation) shall be borne by the contractor.

13.4. The Engineer-in-charge shall be entitled to have tests, carried out as specified in

the contract for any materials supplied by the Contractor other than those for which as stated above satisfactory proof has already been furnished at the cost of the contractor and the contractor shall provide at his expense all facilities which the Engineer-in-charge may require for the purpose. If no tests are specified in the contract, and such tests are required by the Engineer-in-charge, the contrctor shall provide all facilities required for the purpose and the charges for these tests shall be borne by the Contractor. The cost of materials consumed in tests shall be borne by the sub-contractor in all cases except when otherwise provided.

13.5. In addition the Contractor shall perform/submit at his own cost such tests/samples

as may be required by the Engineer-in-charge out of the materials issued by the Corporation, except for the costs of materials used in such tests/samples.

14. Material to be supplied by the Corporation :- No materials are to be supplied by the Corporation 14.1 If after acceptance of the tender contractor desires the Corporation, to supply any

materials, such materials may be supplied by the Corporation, if available, at rates to be fixed by the Engineer-in-charge. The corporation reserves the right not to issue any such materials. The non issue of such material will not entitle the contractor for any compensation whatsoever either in time or in cost.

14.2 General: - Materials required for the works, whether brought by the contractor or

supplied by the Corporation, shall be stored by the contractor only at places approved by the Engineer-in-charge, storage and safe custody of material shall be the responsibility of the contractor.

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14.3. Corporation officials concerned with the contract shall be entitled at any time to inspect and examine any materials intended to be used in or on the works, either on the site or at factory or workshop or other place(s) where such materials are assembled, fabricated, manufactured or at any places(s) where these are lying or from which these are being obtained and the contractor shall give such facilities as may be required for such inspection and examination.

14.4. All materials brought to the site shall become and remain the property of the

Corporation and shall not be removed off the site without the prior written approval of the Engineer-in-charge but whatever the works are finally completed and advance, if any, in respect of any such material is fully recovered, the contractor shall at his own expense forthwith remove from the site all surplus material originally supplied by him and upon such removal, the same shall rivets in and become the property of the contractor.

15. Labour: - The Contractor shall employ labour in sufficient numbers to maintain the

required rate of progress and of quality to ensure workmanship of the degree specified in the contract and to the satisfaction of the Engineer-in-charge. The contractor shall not employ in connection with the works any person who had not completed the eighteen years of age.

15.1 The Contractor shall furnish to the Engineer-in-charge at the intervals of 15 days, a

distribution return of the number and description by trades of the work people employed on the works. The contractor shall also submit on the 4th and 19th of every month to the Engineer-in-charge a true statement showing in respect of the second half of the proceeding month and the first half of current month (I) the accidents that occurred during the said fortnight showing the circumstances under which they happened and the extent of damage and injury caused by them and (ii) the number of female workers who have been allowed maternity benefit as provided in the maternity benefit act, 1961 or rules made thereunder and the amount paid to them.

15.2 The Contractor shall pay to labour employed by him either directly or through

Contractors wages not less than fair wages as defined in the contractor’s labour regulations.

15.3 The Contractor shall in respect of labour employed by him or his Contractors

comply with or cause to be complied with the contractors Labour Regulations in regard to all matters provided therein.

15.4 The Contractor shall comply with the provisions of the payment of wages act, 1938,

minimum wages act, 1948. Employer’s Liability Act 1938. Workmen’s Compensation Act, 1923, Industrial Disputes Act, 1947, Maternity Benefit Act, 1961 and Mines Act, 1952, Contract Labour Regulation & Abolition Act, 1970, or any modifications thereof or any other law relating thereto and rules made there under from time to time.

15.4 The Contractor shall be liable to pay his contribution and the employees

contribution to the state insurance scheme in respect of all labour employed by him

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for the execution of the contract, in accordance with the provision of “The Employees State Insurance Act, 1948” as amended from time to time. In case the contractor fails to submit full details of his account of labour employed and the contribution payable, the Engineer-in-charge shall recover from the running bills of contractor an amount of contribution as assessed by him. The amount so recovered shall be adjusted against the actual contribution payable for Employees State Insurance.

15.5 The Engineer-in-charge shall on a report having been made by an Inspecting

Officer as defined in the Contractors Labour Regulations have the power to deduct from the moneys due to the contractor any sum required or estimated to be required for making good the loss suffered by a worker or workers by reason of non-fulfillment of the conditions of the contract for the benefit of workers, non-payment of wages or of deduction made from his or their wages which are not justified by the terms of the Contract or non-observance of the said contractors Labour Regulations.

15.6 The Contractor shall indemnify the Corporation against any payments to be made

under and for observance of the regulations aforesaid without prejudice to his right to claim indemnity from his Contractor.

15.7 In the event of the Contractor committing a default or breach of any of the

provisions of the aforesaid contractors labour regulations as amended from time to time or furnishing any information or submitting or filling any form/register/slip under the provisions of these regulations which is materially incorrect then on the report of the inspecting officers as defined in the Contractor Labour Regulations the contractor shall without prejudice to any other liability pay to the Corporation a sum not exceeding Rs. 200.00 as liquidated damages for every default, breach or furnishing, making, submitting, filling materially incorrect statement as may be fixed by the Engineer-in-charge and in the event of the contractor’s default continuing in this respect, the liquidated damages may be enhanced to Rs. 200.00 per day of default subject to a maximum of five percent of the estimated cost of the works put to tender. The Engineer-in-charge shall deduct such amount from bills or security deposit of the contractor and credit the same to the Welfare Fund constituted under regulations. The decision of the Engineer-in-charge in this respect shall be final and binding.

15.7.1 Model Rules for Labour Welfare :- The contractor shall at his own expense comply

with or cause to be complied with Model Rules for Labour Welfare as appended to these conditions or rules framed by Government from time to time for the protection of health and for making sanitary arrangements for workers employed directly or indirectly on the works. In case the contractor fails to make arrangements as aforesaid, the Engineer-in-charge shall be entitled to do so and recover the cost thereof from the contractor.

16 Safety Code: - The contractor shall at his own expense arrange for the safety

provisions as appended to these conditions or as required by the Engineer-in-charge in respect of all labour directly or indirectly employed for performance of the works and shall provide all facilities in connection therewith. In case the Contractor fails to make arrangements and provide necessary facilities as aforesaid, the

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Engineer-in-charge shall be entitled to do so and recover the cost therefore from the contractor.

16.1 Failure to comply with Model Rules for Labour Welfare, Safety code or the

provisions relating to report on accidents and grant of maternity benefits to female workers shall make the contractor liable to pay to the Corporation as liquidated damages an amount not exceeding Rs. 200.00 for each default or materially incorrect statement. The decision of the Engineer-in-charge in such matters based on reports from the inspecting officers as defined in the contractors Labour Regulation as appended to these conditions shall be final and binding and deductions for recovery of such liquidated damage may be made from any amount payable to the contractor.

16.2 The contractor shall not be permitted to enter on (other than for inspection

purposes) or take possession of the site until instructed to do so by the Engineer-in-charge in writing. The portion to the site to be occupied by the Contractor shall be defined and/or marked on the site plan, failing which these shall be indicated by the Engineer-in-charge at site and the contractor shall on no account be allowed to extend his operations beyond those areas. In respect of any land allotted to contractor for purposes of or in connection with the contract, the contractor shall be a licenser subject to the following and such other terms and conditions as may be imposed by NPCC.

i) that he shall pay a nominal fee of Rs. 100 per year or part of a year for use and

occupation, in respect of each and every separate areas of land allotted to him. ii) that such use or occupation shall not confer any right to tendency of the land to the

contractor. iii) that the contractor shall be liable to vacate the land on demand by the Engineer-in-

charge iv) that the contractor shall have no right to any construction over this land without the

written permission of the Engineer-in-charge. In case, he is allowed to construct any temporary construction he shall have to demolish and clear the same before handing over the completed work unless agreed to the contrary.

16.3 The contractor shall provide, if necessary or if required on the site, all temporary

access thereto and shall alter, adapt and maintain the same as required from time to time shall take up and clear them away as and when no longer required and as and when ordered by the Engineer-in-charge and make good all damage done to the site.

17. Setting out the works :- The Engineer-in-charge shall supply dimensioned

drawings, levels and other information necessary to enable the contractor to set out the works and the contractor shall set out the works and the responsibility for the accuracy of the same. He shall amend at his own cost and to the satisfaction of the Engineer-in-charge any error found at any stage which may arise through inaccurate setting out unless such error is based on incorrect date furnished in writing by the Engineer-in-charge in which case the cost or rectification shall be

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borne by the corporation. The Contractor shall protect and preserve all bench marks used in setting out the works till end of the Defects liability period unless the Engineer-in-charge direct their earlier removal.

18. Site Drainage :- All water which may accumulate on the site during the progress

of the works, or in trenches and excavations, from other than the excepted risks shall be removed from the site by the sub-contractor to the satisfaction of the Engineer-in-charge and at the sub-contractor’s expense.

19. Nuisance :- The Contractor shall not at any time do, cause or permit any nuisance

on site or do anything which shall cause unnecessary disturbance or inconvenience to owners, tenants or occupiers of other properties near the site .

20. Materials obtained from Excavation :- Materials of any kind obtained from

excavation on the site shall remain the property of the Corporation and shall be disposed of as the Engineer-in-charge may direct.

21. The Contractor shall provide and maintain at his own expense all lights, guards,

fencing and watching when and where necessary or required by the Engineer-in-charge for the protection of the works or for the safety and convenience of those employed on the works or the officers of Npcc and Punjab&sind Bank

. 22. Contractor’s Supervision :- The Contractor shall either himself supervise the

execution of the works or shall appoints a competent agent approved by the Engineer-in-charge if the Contractor has himself not sufficient knowledge and experience to be capable of receiving instructions or cannot give his full attention to the works, the contractor, shall at his own expense, employ as his accredited agent an engineer approved by the Engineer-in-charge. Orders given to the contractor’s agent shall be considered to have the same force if these had been given to the sub-contractor himself. If the sub-contractor fails to appoint a suitable agency as directed by the Engineer-in-charge, the Engineer-in-charge shall have full powers to suspend the execution of the works until such date as a suitable agent is appointed and the sub-contractor shall be held responsible for the delay so caused to the works.

23. Inspection and approval: - All works embracing more than one process shall be

subject to examination and approval at each stage thereof and the contractor shall give the due notice to the Engineer-in-charge or his authorized representative when each stage is ready. In default of such notice, the Engineer-in-charge shall be entitled to appraise the quality and extent thereof.

23.1 No work shall be covered up or put out of view without the approval of the

Engineer-in-charge of his authorized representative and the contractor shall afford full opportunity for examination and measurement of any work which is about to be covered up or put out of view and for examination of foundations before permanent work is placed thereon. The contractor shall give due notice to the Engineer-in-charge or his authorized representative whenever any such work or foundation is ready for examination and the Engineer-in-charge or his representative shall without unreasonable delay, unless he considers it unnecessary and advise the contractor accordingly attend for the purpose of examination and measuring such

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work or of examining such foundations. In the event of the failure of the contractor to give such notice he shall, if required by the Engineer-in-charge, uncover such work at the contractor’s expense.

23.2 The Engineer-in-charge or his representative shall have powers at any time to

inspect and examine any part of the works and the contractor shall give such facilities as may be required for such inspection and examination.

24. Duties and powers of Engineer-in-charge’s representatives: - The duties of the

representative of the Engineer-in-charge are to watch and supervise the works and to test and examine any materials to be used or workmanship employed in connection with the works. He shall have no authority to order any work involving any extra payment by the Corporation not to make any variation in the works.

24.1 The Engineer-in-charge may from time to time in writing delegate to his

representative any of the powers and authorities vested in the Engineer-in-charge and shall furnish to the Contractor a copy of all such written delegation of powers and authorities. Any written instruction or written approval given by the representative of the Engineer-in-charge to the contractor within the terms of such delegation shall bind the contractor and the Corporation as though it has been given by the Engineer-in-charge.

24.2 Failure of the representatives of the Engineer-in-charge to disapprove any work or

materials shall not prejudice the power of the Engineer-in-charge thereafter to disapprove such work or materials and to order the pulling down, removal or breaking up thereof.

24.3 If the contractor shall be dissatisfied with any decision of the representative of the

Engineer-in-charge he shall be entitled to refer the matter to the E.I.C. who shall there upon confirm, reverse or vary such decision.

25. Removal of Workmen:- The Contractor shall employ in and about the execution of the works only such

persons as are skilled and experienced in their several trades and the Engineer-in-charge shall be at liberty to object to and require the contractor to remove from the works any person employed by the sub-contractor in or about the execution of the works who in the opinion of the Engineer-in-charge misconducts himself or is incompetent or negligent in the proper performance of his duties and such person shall not be again employed upon the works without permission of the Engineer-in-charge.

26. Uncovering and making good :- The Contractor shall uncover any part of the

works, make opinions in or through the same as the Engineer-in-charge may from time to time direct for his verification and shall reinstate and make good such part to the satisfaction of the Engineer-in-charge. If any such part has been covered up or put out of view after being approved by the Engineer-in-charge and is subsequently found on uncovering to the executed in accordance with the contract the expenses of uncovering and/or making opening in or through, reinstating and making good the same shall be borne by the contractor.

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27. Work during night or on Sundays and holidays :- Subject to any provisions to

the contrary contained in the contract, none of the permanent works shall be carried out during night or on Sundays or on authorized holidays without the permission in writing of the Engineer-in-charge.

28.1 Completion certificate:- As soon as the work is completed the Contractor shall

give notice of such completion to the Engineer-in-charge and within thirty days of receipt of such notice the Engineer-in-charge shall inspect the work and shall furnish the contractor with a certificate of completion indicating (a) date of completion (b) defects to be rectified by the contractor and/or (c) items for which payment shall be made at reduced rates. When separate periods of completion have been specified for items or groups of items, the Engineer-in-charge shall issue separate completion certificates for such item or groups of items. No certificate of completion shall be issued nor shall the work be considered to be complete till the contractor shall have removed from the premises on which the work has been done except such as are required for rectification of defects, rubbish and all huts and sanitary required for his workmen on the site in connection with the execution of the work, as shall have been erected by the contractor of the workmen and cleaned all dirt from the parts of building(s) in upon or about which the work has been executed or of which he may have had possession for the purpose of the execution thereof and cleaned floors, gutters and drains, cased doors and sashes, niled locks and fastenings, labeled keys clearly and handed them over to the Engineer-in-charge and made the whole premises fit for immediate occupation or use to the satisfaction of the Engineer-in-charge. If the contractor shall fail to comply with any of the requirements of this conditions as aforesaid, on or before the date of completion of the works the Engineer-in-charge may at the expense of the contractor fulfil such requirements and dispose of the scaffolding, surplus materials and rubbish, etc. as he thinks fit and the contractor shall have no claim in respect of any such scaffolding or surplus materials except for any sum actually realized by the sale thereof less the cost of fulfilling the requirements and any other amount that may be due from the contractor. If the expense of fulfilling such requirements is more than the amount realized on such disposal as aforesaid the contractor shall forthwith on demand pay such excess.

28.2 If at any time before completion of the entire work, items or groups of items for

which separate periods of completion have been specified, have been completed, the Engineer-in-charge can take possession of any part or parts of the same any such part(s) being hereinafter in this condition referred to as the relevant part) then not with standing anything expressed or implied else. Where in this contract:-

a) The contractor has to request the Engineer-in-charge for completion certificate after

the defect liability period. The certificate may be issued from zonal office on the recommendation of Engineer-in-charge.

b) The Defects Liability period in respect of such items and the relevant part shall be

deemed to have commenced from the certified date of completion of such items or the relevant part as the case may be.

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c) The contractor may reduce the value insured by the full value of the completed items or relevant part as estimated by the Engineer-in-charge for this purpose. This estimate shall be applicable for this purpose only and for no other.

d) For the purposes of ascertaining compensation for delay in respect of any period

which the works are not complete the relevant part will be deemed to form a separate item or group with date of completion as given in the contractor as extended and actual date of completion as certified by the Engineer-in-charge under this condition.

29. Compensation for delay (Liquidated damages) :- If the contractor fails to

maintain the required progress in terms of clauses or to complete the work and clear the site on or before the contract or extended date period of completion, he shall, without prejudice to any other right or remedy of the Corporation on account of such breach, pay as agreed compensation amount calculated as stipulated below or such smaller amount as be fixed by the authority on the contract value of the work for every week that the progress remains below that specified in relevant clause of contract or that the work remains incomplete. This will also apply to items or group of items for which separate period of completion has been specified.

For this purpose the term `Contract Value’ shall be the value at contract rates of the work as ordered.

29.1 Liquidated damages and penalty shall be @ 0.25 % (zero point two five percent) of

the cost of work per week of delay subject to a maximum of 10% (Ten percent) of the total cost.

The amount of compensation/liquidity damage may be adjusted or set-off against any sum payable to the contractor under this or any other contract with the Corporation.

30. The contractor shall be responsible to make good and remedy at his own expense

within such period as may be stipulated by the Engineer-in-charge, any defect which may develop or may be noticed before the expiry of 12 months period mentioned from the certified date of completion and intimation of which has been sent to the contractor within seven days of the expiry of the said period by a letter sent by hand delivery or by registered post. at his cost will provide immediately the following amenities exclusively for the effective

31. Contractor`s liability and Insurance: From commence to completion of the works,

the contractor shall take full responsibility for the care thereof and for taking precautions to prevent loss or damage and to minimize loss or damages to the greatest extent possible and shall be liable for any damage or loss that may happened to the works or any part thereof and all corporation`s T&P from any cause whatsoever save and except the excepted risk and shall at his own cost repair and make good the same so that at completion the works and all corporation`s T&P shall be in good order and conditions and in conformity in every respect with the requirements of the contract and instruction of the Engineer-in-charge.

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31.1 The contractor shall provide safety equipment and gadgets to all their works, supervisors and technical staff engaged in the execution of the work while working. The equipment and gadgets shall also be provided to NPCC by contractor at his own cost for use of NPCC officials and/or workforce.

The cost of the above equipments/gadgets shall be included in the rates quoted by

the contractor for the items & works as per bill of Quantities and contractor shall not be entitled for any extra cost in this regard. The above norm is to be strictly complied with a site. In case the contractor is found to be deficient in providing safety equipment/gadgets in opinion of Engineer-in-charge, the Engineer in Charge at his option can procure the same at the risk & cost of contractor and provide the same for the use at work site and shall make the recoveries from the bills of the contractor for the same. The decision of the engineer-in-charge shall be final and binding on contract in this regard.

31.2 The tenderer shall quote his rates inclusive of turnover tax/sales tax on works and

service tax, Labour Cess payable to Central/State Government along with other taxes, duties, levies, etc. in conjunction with other terms and conditions.

31.3 If required, the contractor has to do site clearance, enabling work, barricading,

shifting/ realignment of existing utility services, etc at his own cost and the contractor shall not be entitled for any extra payment whatsoever in this regard.

32. The contractor shall pay and indemnify the Corporation against any liability in

respect of any fees or charges payable under any act of Parliament, State laws or any Government, rule or order and any regulations or bye-laws of any local authority in respect of the works.

33. Contractor: - The contractor shall not sub-contract any portion of the contract

without the prior written approval of the Accepting Authority. Employment of piece rate workers shall not be deemed as sub-contracting.

34. Instructions and notices: - Subject as otherwise provided in this contract, all notices

to be given on behalf of the Corporation and all other actions to be taken on its behalf may be given by the Engineer-in-charge or any officer for the time being entrusted with the functions, duties and powers of the Engineer-in-charge.

All instructions, notices and communications, etc. under the contract shall be given in writing and if sent by post on the last known place of abode or business of the sub-contractor shall be deemed to have served on the date when in the ordinary course of post these would have been delivered to him.

The Contractor or his agent shall be in attendance at the site(s) during all working hours and shall superintend the execution of the works with such additional assistance in each trade as the Engineer-in-charge may consider necessary. Orders given to the Contractors agent shall be considered to have the same before as if they had been given to the sub-contractor himself.

The Engineer-in-charge shall communicate or confirm the instructions to the Contractor in respect of the execution of work in a Work site order book maintained

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in the office of the Engineer-in-charge and the contractor or his authorized representatives shall confirm receipt of such instructions by signing the relevant entries in this book. If required by the contractor he shall be furnished a certified true copy of such instruction(s).

35. For closure of contract in full or in part due to abandonment or reduction in scope of

work :- If at any time after acceptance of the tender the Corporation shall decide to abandon or reduce the scope of the works for any reason whatever and hence not require the whole or any part of the Works to be carried out, the Engineer-in-charge shall give notice in writing to that effect to the contractor and the contractor shall have no claim to any payment of compensation or other-wise whatsoever, on account of any profit or advantage which he might have derived from the execution of the works in full but which he did not derive in consequence of the foreclosure of the whole or part of the works.

The Contractor shall be paid at contract rates full amount for works executed at site and in addition, a reasonable amount as certified by the Engineer-in-charge for the items hereunder mentioned which could not be utilized on the work to the full extent because of the foreclosure :-

a) Any expenditure incurred on preliminary site work, e.g. temporary access roads,

temporary labour huts staff quarters and site offices storage accommodation and water storage tanks.

b .i) The Corporation shall have the option to take over Contractor’s materials or any

part thereof either brought to site or of which the sub-contractor is legally bound to accept delivery from suppliers (for incorporation in or incidental to the work) provided, however, the Corporation shall be bound to take over the materials or such portions thereof as the Contractor does not desire to retain. For materials taken over or to be taken over by the Corporation, cost of such materials shall, however, take into account purchase price, cost of transportation and deterioration or damage which may have been caused to materials whilst in the custody of the Contractor.

ii) For Contractor materials not retained by the Corporation, reasonable cost of for

works transporting such materials from site to sub-contractor’s permanent stores or to his other works whichever is less. If materials are not transported to either of the said places, no cost of transportation shall be payable.

c) If any materials supplied by the Corporation are rendered surplus the same except

normal wastage shall be returned by the Contractor to the Corporation at rates not exceeding those at which these were originally issued less allowance for any deterioration or damage which may have been caused whilst the materials were in the custody of the sub-contractor. In addition, cost of transportation such materials from site to the Corporation stores, if so required by the Corporation.

d) Reasonable compensation for transfer of T&P from site to Contractor’s permanent

stores or to his other works whichever is less. If T&P are not transported to either of the said places no cost of transportation shall be payable.

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36. The Contractor shall, if required by the Engineer-in-charge furnish to him book of account, wage books, time sheets and other relevant documents as may be necessary to enable him to certify the unreasonable amount payable under this condition.

37. Termination of contract for death :- If the contractor is an individual or a

proprietary concern and the individual or the proprietor dies and if the contractor is a partnership concern and one of the partners dies then unless the Accepting Authority is satisfied that the legal representative of the individual contractor or of the proprietor of the proprietary concern and in case of partnership the surviving partners are capable of carrying out the completing the contract, the Accepting Authority shall be entitled to cancel the contract as to its in completed part without the Corporation being in any way liable to payment of any compensation to the estate of the deceased contractor and/or to be surviving partners of the Contractor’s firm on account of the cancellation of the contract. The decision of the Accepting Authority that the legal representatives of the deceased contractor or surviving partners of the contractor’s firm cannot carry out and complete the contract shall be final and binding on the parties. In the event of such cancellation the Corporation shall not hold the estate of the deceased Contractor and/or the surviving partners of the Contractor’s firm liable for damages for not completing the contract.

38. Cancellation of contract in full or in part: - If the contractor

a) at any time makes default in proceeding with the works with due deligence and continues to do so after a notice in writing of 7 days from the Engineer-in-charge; or b) commits default in complying with any of the terms and conditions of contract and does not remedy it or take effective steps to remedy it within 7 days after a notice in writing is given to him in that behalf by the Engineer-in-charge; or c) fails to complete the works or items of work with individual dates of completion on or before the date(s) of completion and does not complete them within the period specified in a notice given in writing in that behalf by the Engineer-in-charge ; or d) shall offer, or give or agree to give to any person in Corporation’s service or to any other person on his behalf and gift or consideration of any kind as an inducement or forbearing to do or having done or forborne to do any act in relation to the obtaining or execution of this or any other contract for the Corporation or e) shall enter into a contract with the Corporation in connection with which commission has been paid or agreed to be paid by him or to his knowledge unless the particulars of any such commission and the terms of payment thereof have previously disclosed in writing for the Accepting Authority/Engineer-in-charge; or f) shall obtain a contract with the Corporation as a result of ring tendering or other non-bonafide methods of competitive tendering; or

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g) being an individual, or if a firm, any partner thereof, shall at any time be adjusted insolvent or have a receiving order for administration of his estate made against him or shall take any proceedings for liquidation or composition (other than a voluntary liquidation for the purpose of amalgamation or reconstruction) under any insolvency act for the time being in force or make any conveyance or assignment of his affective or composition or arrangement for the benefit of his creditors or purport so to do, or if any application be made under any insolvency act for the time being in force or make any conveyance or assignment of his affective or composition or arrangement for the benefit of his creditors or purport so to do, or if any application be made under any insolvency act for the time being in force for the sequestration of his estate or if a trust deed be executed by him for benefit of his creditors ; or h) being a company, shall pass a resolution or the court shall make an order for the liquidation of its affairs or a receiver or manager on behalf of the debenture holders shall be appointed or circumstances shall arise which entitled the court or debenture holders to appoint a receiver or manager ; or i) shall suffer an execution being levied on his goods and allow it to be continued for a period of 21 years ; or j) assigns, transfers, sublets (engagement of labour on a piece-work basis or of labour with materials not be incorporated in the work shall not be deemed to be subletting) or attempts to assign, transfer or sublet the entire works or any portion thereof without the prior written approval of the Accepting Authority ; The Accepting Authority may, without prejudice to any other right to remedy which shall have accrued or shall accrue thereafter to the Corporation by written notice cancel the contract as whole or only such items of work in default from the Contract.

The Accepting Authority shall on such cancellation have powers to;

a) Take possession of the site and any materials, constructional plant, implements, stores, etc. thereon and/or b) Carry out the incomplete work by any means at the risk and cost of the Contractor. On cancellation of the contract in full or in part the Accepting Authority shall determine what amount, if any, is recoverable from the contractor for completion of works or part of the works or in case the works or part of the works is not completed; the loss or damage suffered by the Corporation. In determining the amount, credit shall be given to the contractor for the value of the work executed by him up to the time of cancellation, the value of contractor’s material taken over and incorporated in the work and use to tackle and machinery belonging to the contractor. Any access expenditure incurred or to be incurred by the Corporation in completing the works or part of the works or the excess loss or damages suffered or may be suffered by the Corporation as after allowing such credit shall be recovered from any money due to the sub-contractor on any account and if such money are not

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sufficient the contractor shall be called upon in writing to pay the same within 30 days. If the contractor shall fail to pay the required sum within the aforesaid period of 30 days, the Engineer-in-charge shall have the right to sell any or all the contractors unused materials, constructional plant, implements, temporary buildings, etc. and apply the proceeds of sale thereof towards the satisfaction of any sums due from the contractor under the contract and if shall be recovered in accordance with the provisions of the contract. Any sums in excess of the amounts due to the Corporation and unsold materials, constructional plant, etc., shall be returned to the contractor, provided always that if cost or anticipated cost of completion by the Corporation of the works or part of the works is less than the amount which the contractor would have been paid had he completed the works or part of the works, such benefit shall not accrue to the Contractor.

1. Liability for damage, defects or imperfections and rectification thereof:- If the contractor of his workmen or employees shall injure or destroy any part of the building in which they may be working or any building, road, fence, etc. contiguous to the premises on which the work or any part of it is being executed, or if any damage shall happen to the work while in progress the contractor shall upon receipt of a notice in writing that behalf make the same good at his own expenses. If it shall appear to the Engineer-in-charge or his representative at any time during construction or re-construction or prior to the expiration of the Defects Liability Period, that any work has been executed with unsound, imperfect or unskilled workmanship or that any materials of articles provided by the Contractor for executions of the work are unsound or of a quality inferior to that contracted for, or otherwise not in accordance with the contract or that any defect, shrinkage or other faults have appeared in the work arising out of defective or improper materials or workmanship, the contractor shall upon receipt of a notice in writing in that behalf from the Engineer-in-charge, forthwith rectify or remove and reconstruct the work so specified in whole or in part as the case may require or as the case may be and or remove the materials or articles so specified and provide other proper and suitable materials or articles so specified and at his own expense, notwithstanding that the same may have been inadvertently passed, certified and paid for and in the event of his failing to do so within the period to be specified by the Engineer-in-charge in his notice aforesaid, the Engineer-in-charge may rectify or remove and re-execute and work and/or remove and replace with others the materials or articles complained or, as the case may be, by either means at the risk and expense of the contractor.

In case of repairs and maintenance works, splashes and droppings from white washing, painting, etc., shall be removed and surfaces cleaned simultaneously with completion of these items of works in individual rooms, quarters, or premises etc., where the work is done without waiting for completion of all other items of work in the contract. In case the contractor fails to comply with the requirements of this condition, the Engineer-in-charge shall have the right to get the work done by other means at the cost of the Contractor. Before taking such action, however, the Engineer-in-charge shall give three days notice in writing to the contractor.

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39. Urgent Works: - If any urgent work (in respect whereof the decision of the

Engineer-in-charge shall be final and binding) becomes necessary and the contractor is unable or unwilling at once to carry it out, the Engineer-in-charge may of his own or other work people, carry it out, as he may consider necessary. If the urgent work shall be such as the contractor is liable under the contract to carry out his expenses and all expenses incurred on it by the Corporation shall be recoverable from the Contractor and be adjusted or set off against any sum payable to him.

40. Changes in Constitution: - Where the contractor is a partnership firm, prior

approval in writing of the Accounting Authority shall be obtained before any change is made in the constitution of the firm. Where the contractor is an individual or a Hindu Undivided Family business concern such approval as aforesaid shall likewise be obtained before the contractor enters into any partnership firm which would have the right to carry out the works hereby undertaken by the contractor. If prior approval as aforesaid is not obtained the contractor shall be deemed to have been assigned in contravention of conditions hereof and the same action may be taken and the same consequences shall ensure as provided for in the said conditions of contract.

41. Land for contractor’s office, store, workshop etc.:- No land for construction of contractor’s field office, store shall be provided by the

NPCC .The contractor shall have to arrange office space,store etc. on his own cost. 42. VALUATION AND PAYMENT:- 42.1.1 Records and measurement :- The Engineer-in-charge shall except as otherwise

stated ascertain and determine by measurement the value in accordance with the contract work done in accordance therewith.

All items having a financial value shall be entered in measurement book, level book, etc. prescribed by the corporation so that a complete record is obtained of all work performed under the contract. Measurements shall be taken jointly by the Engineer-in-charge or his authorized representative and by the contractor or his authorized representative. Before taking measurements of any work the Engineer-in-charge or the person deputed by him for the purpose shall give a reasonable notice to the contractor. If the contractor fails to attend or send an authorized representative for measurement, after such a notice or fails to counter sign or to record the objection within a week from the date of measurement, then in any such event measurements taken by the Engineer-in-charge or by the person deputed by him shall be taken to be correct measurements of the work. The contractor shall without extra charge provide assistance with every appliance, labour and other things necessary for measurements. Measurements shall be signed and dated my both parties each day on the site on completion of measurement. If the contractor objects to any of the measurements

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recorded on behalf of the corporation a note to that effect shall be made in the measurement book against the item objected to and such note be signed and dated by both parties engaged in taking the measurement. The decision of the accepting authority on any such dispute or differences or interpretation shall be final and binding on both the parties and shall be beyond the scope of the settlement of disputes by Arbitration in respect of all contract items. Substituted items, extra items and deviations.

42.2 Methods of Measurement:- The R.C.C slab area of the roof at each floor will be measured for payment as per the layout plans and Good for construction drawings will be measured for payment against the rates quoted for each individual buildings. Except where any general or detailed description of the work in quantities expressly shows to the contrary, schedule of quantities shall be deemed to have been prepared and measurements shall be taken in accordance with the procedure set forth in the schedule of rates/specification not withstanding any provision in the relevant standard method of measurement or any general or local custom. In the case of items beyond the scope of work / not covered by the schedule of rates/specification, measurements shall be taken in accordance with the relevant standard method of measurement issued by the Indian Standard Institution.

42.3 Payment of account: - Interim bills shall be submitted by the contractor at intervals of one month on or before the date fixed by the Engineer-in-charge for the work executed. The Engineer-in-charge shall then arrange to have the bill verified by taking or causing to be taken. Where necessary, the requisite measurements of the work. Payment on account for amount admissible shall be made on the Engineer-in-charge certifying the sum to which the contractor is considered entitled by way of interim payment for the following :-

a) All work executed, after deducting there from the amounts already paid, the security

deposit and such other amounts as may be deductible or recoverable in terms of the contract.

b) 75% of the cost (as assessed by the Engineer-in-charge) of any materials which

are in the opinion of the Engineer-in-charge reasonably required in accordance with the contract and have been brought to site for incorporation in the works and are safeguarded against loss due to any cause whatever to the satisfaction of the Engineer-in-charge, but have not been so incorporated, provided the contractor provides an insurance cover for the full cost of perishable materials.

The advance payments under (b) above shall be adjusted as and when materials are utilized in the works. Payment of the contractor’s bills shall be paid by the Corporation within 15 days from the date of submission of the bill subject to the acceptance of the Engineer-in-charge. Any interim certificate given relating to work done or materials delivered, may be modified or corrected by any subsequent interim certificate or by the final certificate.

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The certificate of the Engineer-in-charge supporting an interim payment shall itself be conclusive evidence that any work or materials to which it relates is/are in accordance with the contract. Pending consideration of extension of date of completion interim payments shall continue to be made as herein provided.

42.4 Time limit for payment of final bill :- The final bill shall be submitted by the

contractor within three months of physical completion of the works. No further claims shall be made by the contractor after submission of the final bill and these shall be deemed to have been waived and extinguished. Payment of those items of the bill in respect of which there is no dispute and of items in dispute, for quantities and at rates as approved by Engineer-in-charge, shall be made within the period specified hereunder, the period being reckoned from the date of receipt of the bill by the Engineer-in-charge.

a) Contract amount not exceeding Rs. 5 lakhs One months. b) Contract amount exceeding Rs. 5 lakhs Two months.

After payment of the amount of the final bill payable as aforesaid has been made the contractor may, if he so desires, reconsider his position in respect of the disputed portion of the final bill and if he fails to do so within 90 days, his disputed claim shall be dealt with as provided in the contract.

43 Overpayments and underpayments :- Wherever any claim for the payment of a sum of money to the Corporation arises out of or under this contract against the contractor the same may be deducted by the Corporation from any sum then due or which at any time thereafter may become due to the contractor under this contract and failing that under any other contract with the corporation or from any other sum due to the contractor from the Corporation which may be available with the Corporation or from his security deposit; or he shall pay the claim on demand. The Corporation reserves the right to carry out post payment audit and technical examination of the final bill including all supporting vouchers, abstracts, etc. The Corporation further reserves the right to enforce recovery of any overpayment when detected, not withstanding the fact that the amount of the final bill may be included by one of the parties as an item of dispute before an arbitration and not withstanding the fact that the amount of the final bill figures in the arbitration award. If as a result of such audit and technical examination any overpayment is discovered in respect of any work done by the contractor or alleged to have been done by him under the contract, it shall be recovered by the Corporation from the contractor by any or all of the methods prescribed above. If any under payment is discovered, the amount shall be duly paid to the contractor by the corporation. Provided that the aforesaid right of the Corporation to adjust overpayments against amounts due to the contractor under any contract with the Corporation shall not extend beyond the period of two years from the date of payment of the final bill or in case the final bill is a MINUS bill, from the date the amount payable by the contractor under the MINUS final bill is communicated to the contractor. Any amount due to the contractor under this contract for under payment may be adjusted against any amount than due or which may at any time thereafter become

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due before payment is made to the contractor from him to the Corporation on any other contract or account whatsoever.

44. Escalation: The rates quoted by the agency shall remains firm during the contract period.No escalation shall be paid under any circumstances.

45 Tendered rates are inclusive of all taxes and levies payable under the respective statutes.

46. Turnover tax/works contract tax :- Works contract tax payable to state govt. &

as may be made applicable from time to time shall be the paid by the contractor. 47. Mobilization Advance :- In respect of specialized and capital-intensive

works,mobilization advance upto 10% of contract value may be paid at the discretion of engineer –in-charge only after obtaining a Bank Guarantee bond from a schedule bank for the amount equal to 110% of the advance to be released and valid for the contract period. The recovery should be commenced after 10% of work is completed and the entire amount together shall be recovered by the time 80% of the work is completed. This Advance shall be paid in three installments as follows:-

(i) First installment of fifity percent of total mobilization advance shall be paid after the agreement is signed and upon submission of performance guarantee.

(ii) 2nd installment of twenty five percent of total mobilization advance shall be paid after setting up of site office ,completion of mobilization of plant and machinery,scaffolding & shuttering material etc.

(iii) The balance Twenty five percent of total mobilization advance shall be paid on completion of 10% of work in terms of cost and full mobilization of site.

The advance Bank Guarantee shall initially be made for the full amount and valid for the contract period and be kept renewed from time to time to cover the balance amount. However,the contractor can submit part bank guarantees against the mobilization advance in any number as proposed recovery installments equivalent to amount of each each installment. The Mobilization Advance will be interest bearing @ 12% Simple Interest per annum.

48. I. FOR BUILDING AND ROAD WORKS: - The contractor shall employ the following technical staff during the execution of this work:-

(i) One graduate Engineer (Civil)/Interior Designer when the tendered cost of work to

be executed is more than Rs. 10 Lakhs (Rupees Ten Lakhs only). The technical staff should be available at site, whenever required by the Engineer-in-charge to take instructions.

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In case the contractor fails to employ the technical staff as aforesaid he shall be liable to pay a reasonable amount not exceeding a sum of Rs.40, 000/- (Rupees Fourty Thousand Only) for each month of default in the case of Graduate Engineer. The decision of the Engineer-in-charge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor as to the amount and the contractor’s liability to pay the said amount.

II. FOR SANITARY AND WATER SUPPLY WORK: - The contractor shall employ the following technical staff during the execution of this work:-

(i) One qualified Diploma Holder (Overseer) with an experience of not less than 5

years out of which at least one year should be in a sanitary engineering of water supply works, when the tendered cost of work to be executed is more than Rs. 50,000/- (Rupees Fifty Thousand Only). The technical staff should be available at site, whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the technical staff as aforesaid he shall be liable to pay reasonable amount not exceeding Rs.30,000/- (Rupees thirty Thousand Only) for each month of default. The decision of the Engineer-in-charge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor’s as to the amount and the contractor’s liability to pay the said amount.

III) FOR ELECTRICAL WORKS: - The contractor shall employ the following technical

staff during the execution of this works:-

(i) One qualified graduate engineer possessing a degree from a recognized university in Electrical Engineering and having experience of not less than 3 years or a Diploma Holder in Electrical Engineering with not less than 7 years experience, when the tendered cost of the work to be executed is more than Rs.1.5 lakhs (Rupees One Lac Fifty Thousand only).

The technical staff should be available at site whenever required by the Engineer-in-charge to take instructions.

a) In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay reasonable amount not exceeding the amount shown below against each for each month of default.

In case where graduate engineer (elect.) is required to be employed Rs. 40,000/- (Rupees fourty Thousand Only)

b) In case where qualified Diploma Holder (Overseer) in electrical engineering is

required to be employed Rs.30, 000/- (Rupees Thirty Thousand Only)

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In decision of the Engineer-in-charge to the period for which the required technical staff was not employed by contractor and as to the reasonableness of the amounts to be deducted on this account shall be final and binding on the contractor’s as to the amount and the contractor’s liability to pay the said amount.

1. There shall be no objection if an Engineer or overseer looks after more than one work provided the total value of works under him does not exceed Rs. 20 Lacs in the case of an Engineer and Rs. 10 Lacs in the case of an Overseer.

2. It has also been decided that it is not necessary for a contractor (or partner in case

of firm/company) who is himself an Engineer/Overseer to employ another Engineer/Overseer for the supervision of the works, so long as the contractors/partners does work similar to that would have been by an employed Engineer/Overseer.

3. It has been further decided that the retired Engineer/AE who are holding diploma

may be treated at par with graduate Engineer for the operation of the above clause. 4. The employment of technical staff may be co-related to the tendered cost. 5. It is also clarified that no action can be taken for defaults in the matter of

employment of adequate technical staff in the case of contracts which were entered into prior to the modification of clause 36 vide memo no. CE/CON/478 dated 26-03-69.

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LABOUR RULES TO BE OBSERVED BY THE CONTRACTOR 1. The contractor shall not employ any child below the age of 18 years (as provided

under Article 24 of the constitution). 2. The contractor shall obtain in a liancence under the contract labour (Regulation &

Abolition) act, 1970 as provided under section 12 of the said act before starting the execution of the work.

3. The contractor shall observe all the formalities i.e. renewal of the NPCCence before

its expiry, maintenance of proper records and registers etc. as provided under the contract labour (Regulation & Abolition) act 1970 and rules framed thereunder.

4. The contractor shall not employ any bonded labour as provided under the Bonded

Labour System (Abolition) Act, 1976 and the Bonded Labour System (Abolition) rules, 1976.

5. The contractor shall ensure the payment of minimum wages to the workers

employed by him as provided under the minimum wages act, 1948 and rules framed thereunder as may be appliable to the site of work.

6. The contractor shall obtain necessary licence and shall comply with other

formalities as provided under the interstate migrant workman (Regulation of employment and condition of service) act, 1970 and rules framed thereunder.

The contractor shall indemnify the Corporation against all such fines, penalties, damages and claims which the Corporation may have to incur on account of any breach or violation on the part of the contractor in implementing, the revisions of various Labour laws and in case the Corporation is made liable for payment of any compensation or penalty of fire or damages on account of failure on the part of the contractor, the same shall be recovered/adjusted from the dues payable to the contractor by the Corporation.

MODEL RULES FOR LABOUR WELFARE 1. Definitions:-

a) `Workplace’ means a place at which on an average, twenty or more workers are employed.

b) `Large Workplace’ means a place at which on an average 500 or more workers are employed.

2. First Aid: - At every workplace there shall be maintained in a readily accessible

place first aid appliances including an adequate supply of sterilized dressings and sterilized cotton wool as prescribed in the factory rules of the state in which the work is carried on. The appliances shall be kept in good order and in large workplaces they shall be placed under the charge of a responsible person who shall be readily available during working hours.

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At large workplaces where hospital facilities are not available within easy distance of the works first aid posts shall be established and the run by a trained compounder.

Where large workplaces are remotely situated and far away from regular hospitals, an indoor ward shall be provided with one bed for every 250 employees.

Where large workplaces are situated in cities, towns or in their suburbs and no beds are considered necessary owing to proximity of city or town hospitals, suitable transport shall be provided to facilitate removal of urgent cases to these hospitals. At other workplaces some conveyance facilities shall be kept readily available to take injured person or persons suddenly taken seriously ill to the nearest hospital. At large workplaces there shall be provided and maintained an ambulance room of the prescribed sizes containing the prescribed equipment and in the charge of such medical and nursing staff as may be prescribed. For this purpose the relevant provisions of the factory rules of the state govt. of the area where the work is carried on may taken as the prescribed standard.

3. Accommodation for labour :- The contractor shall during the progress of the work

provide erect and maintain necessary temporary living accommodation and ancillary facilities for labour at his own expense and to standards and scales as approved by the Engineer-in-charge.

4. Drinking water :- In every workplace there shall be provided and maintained at

suitable places easily accessible to labour a sufficient supply of cold water fit for drinking.

Where drinking water is obtained from an intermittent pubNPCC water supply each workplace shall be provided with storage where drinking water shall be stored.

Every water supply storage shall be at a distance of not less than 15 meters from any latrine, drain or other source of pollution. Where water has to be drawn from an existing wall which is within such proximity of latrine drain or any other source of pollution the well shall be properly chlorinated before water is drawn from it for draining. All such wells shall be entirely close in and be provided with a trap door which shall be dust-proof and water proof. A reliable pump shall be fitted to each covered well, the trap door shall be kept locked and opened only for cleaning or inspection which shall be done at least once a month.

5. Washing and bathing places: - Adequate washing and bathing places shall be

provided separately for man and woman such places shall be kept in clean and drained condition.

6. Scale of accommodation in Latrine and urinal: - There shall be provided within the

precinets of every workplace latrines and urinals in an accessible place and the accommodation, separately for each of these shall not be less than at the following scales:-

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No. of seats a) Where number of persons does not exceed 50 … 2 b) Where number of persons exceeds 50 but does not exceed 100 …3 c) For additional persons per 100 or part thereof …3

In particular cases, the Engineer-in-charge shall have the power to increase the requirement where necessary.

7. Latrines and urinals :- Except in workplaces provided with water flushed latrines

connected with a water borne sewage system all latrines shall be provided with receptacles on dry-earth system which all be cleaned at least four times daily and at least twice during working hours and kept in a strictly sanitary condition. Receptacles shall be tarred inside and outside at least once a year.

If women are employed separate latrine and urinals screened from those for men and marked in the vernacular in conspicuous letters for women only shall be provided on the scale laid down in rule 6. These for men shall be similarly marked “For men only”. A poster showing the figure of a men and of a woman shall be exhibited at the entrance to latrines for each sex. There shall be adequate supply of water close to latrine and urinals.

8. Construction of latrines: - Inside walls shall be constructed of masonry or other non-

absorbent material and shall be cement-washed inside and outside at least once a year. The dates of cement washing shall be noted in a register maintained for the purpose and kept available for inspection. Latrines shall have at least thatched roof.

9. Disposal of excreta: - Unless otherwise arranged for by the local sanitary authority

arrangement for proper disposal of excreta by incineration at the workplace shall be made by means of a suitable incinerator approved by the local medical, health and municipal or cantonment authorities. Alternatively excreta may be disposed off by putting a layer of night scils at the bottom of pucca tank prepand for the purpose and covering it with a layer of earth for a fortnight (when it will turn into manure).

The contractor shall at his own expense carry out all instructions issued to him by the Engineer-in-charge to effect proper disposal of soil and other conservancy work in respect of sub contractor’s work people or employees on the site. The sub contractor shall be responsible for payment of any charges which may be levied by municipal or cantonment authority for execution of such work on his behalf.

10. Provision of shelters during rest :- At every workplace there shall be provided, free

of cost, four suitable sheds, two for meals and two others for rest, separately for use of men and women labour height of each shelter shall not be less than 3 meters from floor-level to lowest part of roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 0.5 sqm. Per head.

11. Creches :- At a place at which 20 or more women workers are ordinarily employed

there shall be provided at least one hut for use of children under the age of 6 years

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belonging to such women. Huts shall not be constructed to a standard lower than that of thatched roof mud floor and wall with wooden planks spread over mud floor and covered with matting.

Huts shall be provided with suitable and sufficient openings for light & ventilation. There shall be adequate provision of sweepers to keep the places clean. There shall be two days in attendance. Sanitary utensils shall be provided to the satisfaction of local medical, health and municipal or cantonment authorities. Use of huts shall be restricted to children, their attendants and mothers of children.

Where the number of women workers is more than 25 huts less than 50, the contractor shall provide at least one hut and one `Dal’ to look after children of women workers. Size of crèche(s) shall vary according to the number of women workers employed. Crèche(s) shall be reperly maintained and necessary equipment like toys, etc. provided.

Canteen: - A cooked food canteen on a moderate scale shall be provided for the benefit of workers where it is considered necessary. Planning, setting and erection of the above mentioned structures shall be approved by the Engineer-in-charges and whole of such temporary accommodation shall at all times during the progress of the works be kept tidy and in a clean and sanitary condition to the satisfaction of the Engineer-in-charge and at the sub-contractor’s expenses. The sub-contractor shall confirm generally to sanitary requirements of local medical, health and municipal or contentment authorities and all times adopt such precautions as may be necessary to prevent soil pollution of the site. On completion of the works the whole of such temporary structure shall be cleared away of all rubbish burnt excreta or other disposal its or trenches filled in and effectively scaled off and the whole of site left clean and tidy to the entire satisfaction of the Engineer-in-charge at the sub-contractor’s expenses.

Anti-material precautions :- The sub-contractor shall at his own expense, conform to all anti-material instructions given to him by the Engineer-in-charge, including filling up any borrow pits which may have been dug by him.

Enforcement:- The Inspecting officer mentioned in the contractors Labour Regulations or any other officer nominated in his behalf by the Engineer-in-charge, shall report to the Engineer-in-charge all cases of failure on the part of the sub-contractor to comply with the provisions of these rules either wholly or in part and the Engineer-in-charge shall impose such fines and other penalties as are prescribed in the conditions. Interpretation, etc. on any question as to the application interpretation or effect of these rules, the decision of the Chief Labour Commissioner or Deputy Chief Commissioner (Central) shall be final and binding.

Amendments :- Govt. may, from time to time add to or amend these rules and issue such directions as it may consider necessary for the proper implementation of these rules or for the purpose of removing any difficulty which may arise in the administration thereof.

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SAFETY CODE 1. Suitable scaffolds shall be provided for workmen for all work that cannot safely be done

from the ground or from solid construction except such short period work as can be done safely from ladders. When a ladder is used an extra mazdoor shall be engaged for holding the ladder and if ladder is used for carrying materials as well suitable footholds and hand holds shall be provided on the ladder and the ladder shall be given an inclination not steeper the ¼ to 1(¼ horizontal and 1 vertical).

2. Scaffolding or staging more than 3.25 meters above the ground or floor, swing or

suspended from an overhead support shall have a guard rail properly attached, bolted, braced and otherwise secured at least 1 meter high above the floor or platform of such scaffolding or staging and extending along the entire length of the outside and ends thereof with only such openings as may be necessary for the delivery of materials. Such scaffolding or staging shall be fastened as to prevent it from swaying from the building or structure.

3. Working platform, gangways and stairways shall be so constructed that they do not say

unduly or unequally and if a height of a platform or gangway or stairway is more than 3.35 meters above ground level or floor level, it shall be closely boarded have adequate width and be suitably fenced as described in 2 above.

4. Every opening in floor of so building or in a working platform shall be provided with

suitable means to prevent fall of screens or materials by providing suitable fencing or railing with a minimum height of 1 meter.

5. Safe means of access shall be provided to all working platforms and other places.

Every ladder shall be securely fixed. No portable single ladder shall be over 9 meters in length. Width between side rails in a run ladder shall in no case be less than 30 cm for ladders upto and including 3 meters in length. For longer ladders this width shall be increased at 6 mm for each additional 30 cm of length. Uniform step spacing shall not exceed 30 cm. Adequate precautions shall be taken to prevent danger from electrical equipment. No materials of any of the sites shall be so stacked or placed as to cause danger or inconvenience to any person or the NPCC. The sub-contractor shall provide all necessary fencing and lights to protect accidents and shall be bound to boar expenses of defence of every suit action or other proceedings at law that may be brought by any person for injury sustained owing to neglect of the above precautions and to pay any damages and costs which may be awarded in any such suit, action or proceedings to any such person or which may with the consent of the sub-contractor be paid to compromise any claim by any such person.

6. Excavation and trenching :- All trenches, 1.5 meters or more in depth shall at all times

be supplied with at least one ladder for each 20 meters in length or fraction thereof ladder shall be extended from bottom of trench to atleast 1 meter above surface of the ground. Sides of a trench which is 1.5 meters or more in depth shall be stepped back to give suitable slope or securely held by timber bracing, so as to avoid the danger of sides collapsing. Excavated material shall not be placed with 1.5m of edge of trench or half depth of trench; whichever is more cutting shall be done from top to bottom. Under no circumstances shall undermine or undercutting be done.

7. Demolition: - Before any demolition work is commenced and also during the process of

the work:-

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a) All roads and open areas adjacent to the work site shall either be closed or suitably Protected.

b) No electric cable or apparatus used by operator shall remain electrically charged. c) All practical steps shall be taken to prevent danger to persons employed from or fire or

explosion or flooding. No floor, roof, or other part of a building shall be so over loaded with debris or materials as to render it unsafe.

8. All necessary personal safety equipment as considered adequate by the Engineer-in-

charge shall be available for use of persons employed on the site and maintained in a condition suitable for immediately use; and the sub-contractor shall take adequate steps to ensure proper use of equipment by those concerned.

a) Workers employed on mixing asphaltic materials cement and lime mortars concrete shall be provided with protective footwear and protective goggles.

b) Those engaged in handling any material which is injurious to eyes shall be provided with protective goggles shields.

d) Stone breakers shall be provided with protective goggles and protective clothing and seated at sufficient safe intervals.

e) When workers are employed in sewers and manholes, which are in use the sub-contractor shall ensure that manhole covers are opened and manholes are ventilated at least for an hour before workers are allowed to get into them. Manholes so opened shall cordon off with suitable railing and provided with warning signals or boards to prevent accident to pubNPCC.

f) The sub-contractor shall not employ men below the age of 18 and women on the work of painting with products containing lead in any form. Whenever men above the age of 18 are employed on the work of lead painting, the following precautions shall be taken :-

i) No paint containing lead or lead or lead products shall be used except in the form of paste or ready made paint.

ii) Suitable face marks shall be supplied for use by workers when paint is applied in the form of spray or a surface having lead paint dry rubbed and scrapped.

iii) Overalls shall be supplied by the contractor to workmen and adequate facilities shall be provided to enable working painters to wash during and on cessation of work.

9. When work is done near any place where there is risk of drawings, all necessary

equipment shall be provided and kept ready for use and all necessary steps taken for prompt rescue of any person in danger and adequate provision made for prompt first aid and treatment of all injuries likely to be sustained during the course of the work.

10. Use of hoisting machines and tackle including their attachments, in charge and

supports shall confirm to the following:-

a) i) These shall be good mechanical construction, sound material and adequate strength and free from patent defects and shall be kept in good working order and properly maintained.

ii) Every rope used in hoisting or lowering materials or as a means of suspension shall be of durable quality and adequate strength and free from patent defects.

b) Every crane driver or hoisting appliance operator shall be properly qualified and no

person under the age of 21 years shall be in charge of any hoisting machine including any scaffolder give signals to operator.

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c) In case of every hoisting machine and of every chain ring hook, shackle swivel and pulley block used in hoisting or lowering or as means of suspension safe working lead shall be ascertained by adequate means. Every hoisting machine and all gear referred to above shall be plainly marked with safe working load. In case of a hoisting machine a variable safe working load each safe working load and the conditions under which it is applicable shall be clearly indicated. No part of any machine or of any geared referred to above in the paragraph shall be loaded beyond safe working load except for the purpose of testing.

d) In case of a corporation’s machine safe working load shall be notified by the Engineer-

in-charge. As regards such contractors machines the sub-contractor shall notify safe working load of each machine to Engineer-in-charge whenever be brings it to site of work and get it verified by the Engineer-in-charge.

11. Motors gearing, transmission, electric wiring and other dangerous parts of hoisting

appliance shall be provided with efficient safeguards hoisting appliances shall be provided with such means as will reduce to the minimum risk of accidental descent of load. Adequate precautions shall be taken to reduce to the minimum risk of any part of a suspended load becoming accidentally displaced. When workers are employed on electrical installations which are already energized; insulating mats, working apparel such as gloves, sleeves and hoots as may be necessary shall be provided. Workers shall not wear any rings, watches and carry keys or other materials which are good conductors of electricity.

12. All scaffolds, ladders and other safety devices mentioned or described herein shall be

maintained in a safe condition and no scaffold, ladder or equipment shall be altered or removed while it is in use. Adequate washing facilities shall be provided at or near places of work.

13. These safety provisions shall be brought to the notice of all concerned by display on a

notice board at a prominent place at the work spot. Persons responsible for ensuring compliance with the safety code shall be named therein by the sub-contractor.

14. To ensure effective enforcement of the rules and regulations relating to safety

precaution, arrangements made by the sub-contractor shall be open to inspection by the Engineer-in-charge or his representatives and the inspecting officers as defined in the contractor’s labour regulation.

15 Notwithstanding the above conditions 1 to 14, the contractor is not exempted from the

operation of any other Act or Rule in force.

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SPECIAL CONDITIONS OF CONTRACT 1. Deduction of VAT: NPCC limited shall deduct TDS on VAT as per prevailing rules

or as applicable from time to time. 2. Deduction of income tax & Labour cess: - NPCC Ltd. shall deduct `Income Tax’

at source from all the payments to be made to the contractor in accordance with the provisions of India Income Tax laws. The contractor shall deposit Labour cess with appropriate authority and should submit the deposit challans/receipt to NPCC.

3. Liability for E.P.F. deduction :- The contractor shall be responsible for deducting

contribution towards Employee Provident Fund from its employees and deposit the same along with its contribution to the concerned regional Provident Fund Commissioner under the employees Provident Fund and Misc. Act. 1952.

4. The special conditions of contract and other contract documents numerated below

are complementary to and shall be read in conjunction with each other. a) Special conditions of contract. b) General conditions of contract. c) Specifications. d) Price Bid.

In case of any conflict of meaning between the special conditions of contract and the general conditions of contract, the provisions in the special conditions of contract shall over ride the corresponding provisions in the general conditions of contract.

5. Contractor shall submit a detailed works programme which shall be discussed and

agreed with NPCC Ltd., this programme shall be prepared in such a way that all the works envisaged in the schedule of items are completed in a phased manner within the time prescribed.

6. It is the responsibility of the contractor to arrange power and water required for the

work at his own cost. 7. Variations, Extra / substituted items :- Variation permitted should be ± 25% in

quantity of each individual item, and ± 10% of the total contract price. Within 14 days of the date of instruction for executing varied work, extra work or substitution, and before the commencement of such work, notice shall be given either (a) by the contractor to the owner of his intention to claim extra payment or a varied rate or price, or (b) by the owner to the contractor of his intention to vary a rate or price.

For items not existing in the Bill of Quantities or substitutions to the Bill of

Quantities, rate payable should be determined by the method given below and in the order given below:

i) Rates and prices in Contract, if applicable;

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ii) Rates and prices in the Schedule of Rates applicable to the contract ± tendered percentage, where appropriate;

iii) Market rates of materials and labour, plus 15% for overheads and profits of contractor.

8. Co-operation with other agencies: - The contractor shall fully co-operate with all

persons and agencies engaged by NPCC Ltd. . 9. Secured Advance :- Secured Advance/advance against material and advance

against work done shall be paid 75% on production of bill and after receipt of material at site and after certifying by the Site Engineer/Engineer-in-Charge of work will be released after comparing with the rate of item to be executed/ already executed as the case may be.

10. Taxes, duties, levies, etc. :- The contractor shall be responsible for the payment

of all taxes, duties, levies, octroi, etc. on all materials articles that may be used in this work. Any increase in the aforesaid taxes, duties and levies etc. that may arise during the currency of the contract shall not be paid to the contractor by NPCC Ltd.

11. Security deposit :- The Security deposit shall be deducted at the time of making

of payment to the contractor or the work done under contract@ 10% of gross amount of each bill on account until security deposit including performance guarantee so reaches the value of the 10% of contract value. Security Deposit can be replaced by the contractor in multiples of Rs. 1.00 lacs (One lacs only) by way of FDR/BG to be issued by any nationalized/Scheduled bank for equivalent amount.

12 Refund of security deposit: - Security deposit so retained from the bills of

contractors will be released on only after rectification of the defects pointed out by NPCC during the maintenance period/ Defect liability period i.e. 12 months after successful completion of work or the preparation of final bill whichever is later.

13. Performance guarantee: - On allotment of the work the contractor shall furnish a

performance guarantee from any Nationalized/Scheduled Bank on format prescribed by the Corporation to the extent of 2% (two percent) amount of total contract value. No payment shall be released to the contractor till such time the contractor furnishes the required performance guarantee to the satisfaction of Engineer-in-charge. The performance guarantee shall be released to the contractor after the successful completion of work to the satisfaction of the Engineer-in-charge.

14. Refund of Earnest Money Deposit:-The EMD can be refunded on submission of Performance guarantee or it may be considered as a part of Security deposit.

15. E.P.F. code no. :- The contractor shall be required to obtain independent EPF code no. or exemption certificate from the regional provident fund commissioner.

16. All the required tests shall be carried out in contractor’s material testing laboratory

installed at site or from any other place decided by the Engineer-in-charge and the necessary charges on this account so decided by the Engineer-in-charge shall be borne by the contractor. The contractor shall have no option in this regard.

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17. Immediately on the approval of any drawings by the contractor from the Engineer-in-charge, the contractor shall correlate the structural and architectural drawings to ensure the correctness of dimensions, levels etc. shown on the drawings and also that the drawings are complete and no dimensions, data or level etc. is missing. In case the contractor finds any discrepancy, he will bring it to the notice of the Engineer-in-charge in writing within a week’s time and before the execution of the work at site whichever is earlier no claim in respect of such inaccuracies shall be entertained by the Corporation and the contractor shall have to amend the work at his own cost and to the satisfaction of the Engineer-in-charge.

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ADDITIONAL CONDITIONS

1. The contractor should submit a tentative programme of working within fifteen

days of the date of start of work. The contractor will have to work as per programme of the department. No claim whatsoever will be entertained on this account.

2. Unless otherwise provided in the Price Bid /Schedule of quantities, the rates

tendered by the contractor shall be all inclusive and shall apply to all heights, lifts and leads and depths of the building and nothing extra shall be payable to him on this account.

3. The structural and architectural drawings shall at all times be properly correlated

before executing any work.

4. The contractor shall be required to produce samples of all building materials and fittings sufficiently in advance to obtain approval of the Engineer-in-charge.

5. The contractor shall make his own arrangements for obtaining electric

connections, if required and make necessary payments directly to the department concerned.

6. No payment shall be made to the contractor for any damage caused by rain,

snow fall, floods or any other natural cause whatsoever during the execution of work. The damage to work will be made good by the contractor at his own cost and no claim on this account shall be entertained.

7. Other agencies will also simultaneously execute the works like electrification,

horticulture or external services and other building works for the same project alongwith this work in particular. NPCC shall recover @ 0.30% of work done from bills of the bidder towards amenities.

8. Some restrictions may be imposed by the Security staff etc., on the working

and/or movement of labour, materials etc. The contractor shall be bound to follow all such restrictions/instructions and nothing extra shall be payable on this account.

a) The building work will be carried out in the manner complying in all

respects with the requirements of relevant byelaws of the local body under the jurisdiction of which the work is to be executed or as directed by the Engineer-in-charge and nothing extra will be paid on this account.

b) The work of water supply, internal sanitary installations and drainage work etc. shall be carried out as per local Municipal Corporation or such local body Bye-Laws and the contractor shall produce necessary completion certificate from such authorities after completion of the work.

c) Water tanks, taps, pipes, fittings and accessories should confirm to bye laws and specifications of the municipal body/corporation. The contractor

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should engage licenced plumbers for the work and get the materials (fixture/fitting) tested by the Municipal body/corporation authorities, wherever required, at his own cost. The work shall be carried out according to municipal bye-laws.

d) The contractor shall comply with proper and legal orders and directions of the local or public authority or municipality and abide by their rules and regulations and pay all fees and charges which he may be liable.

e) The sanitary, water supply and drainage pipes and fittings and other materials shall be of approved quality and l conform to the relevant C.P.W.D. specifications for work 19991-92 vol. II or latest edition. The work shall be carried out without infringing on any of the local Municipal Bye-Laws.

9. The contractor shall take all precautions to avoid all accidents by exhibiting necessary caution boards day and night, speed limit boards, red flags, red lights and providing barriers. He shall be responsible for all damages and accidents caused due to negligence on his part. No hindrance shall be caused to traffic during the execution of the work..

10. The contractor shall give a performance test of the entire installation(s) as per

standard specifications before the work in finally accepted and nothing extra whatever shall be payable to the contractor for the test.

11. Cement bags shall be stored in separate godown to be constructed by

contractor at his own cost as per sketch at page 398 of CPWD specifications 1991-92 or latest edition vol I with weather proof roofs and walls. Each godown shall be provided with a single door with two locks. The keys of one lock shall remain with Engineer-in-charge of work and that of the other lock with the authorized agent of the contractor at the site of work so that the cement is removed from the godown according to the daily requirement with the knowledge of both the parties and the account maintained in the prescribed performa.

12. M.S. and cold twisted bars, flats, tees, angles where stipulated will be issued in available coils and straight length, shapes and sizes as available in the stores for all reinforcement items only. No claim on this account shall be entertained.

13. The materials will be issued to the contractor at the place of delivery as

mentioned in the schedule of material. If these are delivered at any other site the difference due to cartage will be adjusted. The materials will be issued during the working hours. The contractor shall have to cart at his own cost of materials to the site of work as soon as these are issued.

14. The contractor shall bear all incidental charges for cartage, storage and safe

custody of materials issued by department against damage due to sun, rain, dampness, fire, theft etc. He shall also employ necessary watch and ward

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establishment for this purpose at his own cost. Nothing shall be paid to the contractor on this account.

15. The standard sectional weights referred to as standard tables in para 5.3.3 in

specifications for works, 91-92 Vol. I or latest edition to be considered for conversion of length of various sizes of MS bars and tor steel bars into weight are as under :-

Size (Diameter mm)

Weight (Kg/m)

Size (Diameter mm)

Weight (Kg/m)

6 0.222 25 3.855

8 0.395 28 4.836

10 0.617 32 6.316

12 0.888 36 7.994

16 1.579 40 9.869

18 1.999 45 12.490

20 2.467 50 15.424

22 2.985

Issue of steel of diameter above 10mm will be regulated on sectional weight

basis, weight being calculated with the help of the above tables. However, for bar, MS/Tor steel upto and including 10mm the following Procedure shall be adopted. The average sectional weight for each diameter shall be arrived at from samples from each lot of steel received at site. The actual weight of steel issued shall be modified to take into account the variations between the actual and the standard co-efficient given above and the contractor’s account will be debited by the cost of this modified quantity only. The direction of the Engineer-in-charge shall be final for the procedure to be followed for determining the average sectional weight of each lot. Quantity of each diameter of steel received at site of work each day will constitute one single lot for this purpose.

16. For purpose of clause 14(b) of conditions of contract in respect of steel

reinforcement bars, theoretical consumption will be balanced diameter wise for purpose of panel recovery as envisaged in the said clause.

17. Any cement slurry added over base surface or for continuation of concreting for

better bond is deemed to have in built in the items (unless otherwise expNPCCitly stated) and nothing extra shall be payable for extra cement considered in consumption on this account.

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18. TESTING OF MATERIALS:-

a) Samples of various materials required for testing shall be provided free of

charge by the contractor. Testing charges shall be borne by the contractor. All other expenditure required to be incurred for taking the samples; conveyance, packing etc. shall also be borne by the contractor himself.

b) In case there is any discrepancy in frequency of testing as given in list of mandatory tests and that in individual sub-heads of work as per CPWD latest edition specifications Vol. I the higher of the two frequencies of testing shall be followed & nothing extra shall be payable to the contractor on this account.

19. The contractor shall be responsible to arrange at his own cost all necessary

tools and plants required for execution of the work. 20. The contractor shall provide at his own cost suitable weighing and measuring

arrangements at site for checking the weight/dimensions as may be necessary for execution of the work

21. Rate of all items in which use of cement is involved inclusive of charges for

curing. 22. The foundation trenches shall be kept free from water while all the works below

ground level are in progress. 23. Royalty at the prevalent rates whenever payable shall have to be paid by the

contractor only the boulders, metal, shingle sand and bajri etc. or any other materials collected by him for the work direct to the revenue authority of the District/State Govt. concerned.

24. The rate for all items of work shall unless clearly specified otherwise include

cost of all labour material and other inputs involved in execution of the items. 25 a) For the purpose of recording measurement for preparing running account bills

the abbreviated nomenclature indicated in the publication “Abbreviated nomenclature of items of DSR 2012 (Bilingual)” shall be adopted. The abbreviated nomenclature shall be taken to cover all the materials and operations as per the complete nomenclature of the relevant items in the agreement and other relevant specifications.

b) In case of items for which abbreviated nomenclature is not available in the above cited publication and also in case of extra and substituted items of work for which abbreviated nomenclature is not provided in the agreement the full nomenclature of item shall be reproduce in the measurement books and bill forms for running account bills.

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SPECIFICATIONS

General: The entire works shall be done as per CPWD specifications with up to date

correction. However in the event of any discrepancy in the description of any item as given in the Schedule of quantities appended with the tender and the specifications relating to the relevant item as per CPWD specifications mentioned above the former shall prevail. If the specifications for any item are not available in the CPWD specifications cited above relevant IS specifications shall be followed. In case ISI specifications are also not available the decision of the Engineer-in-charge given in written based on acceptable sound engineering practice and local usage shall be final and binding on the contractor.

1.0 The work shall be executed and measured as per metric dimensions given in

the Schedule of quantities, drawings etc. (FPS units wherever indicated are for guidance only)

2.0 The following modifications, to the above specifications and some additional

specifications shall however apply:-

i) All stone aggregate and stone ballast shall be of hard stone variety to be obtained from approved queries at or any other source to be got approved by the Engineer-in-charge.

ii) Sand to be used for cement concrete work mortar for masonry and plaster

work shall be of standard quality. Sand shall be obtained from any source to be got approved by the Engineer-in-charge and screened as required. The same shall consist of hard silicious material. It shall be clean sand if the sand brought to site is dirty it must be washed clean in water and should conform to clause 3.1.5.1 of CPWD specifications 91-92 or latest edition for fine sand and clause 3.1.5.4 of CPWD specification 91-92 for coarse sand except for grading purposes.

3.0 Wherever any reference to any Indian standard specification occurs in the

documents relating to this contract the same shall be inclusive of all amendments issued their to or revisions thereof if any upto the date of receipt of tenders.

4.0 The rates for different items of works shall be for all heights and depth of the

building accept where otherwise specified in the items of work. 4.0 i) The work will be carried out in accordance with the architect drawings and

structural drawings., to be issued by the Engineer-in-charge. The structural and architectural drawings shall have to be properly noticed between Architectural and structural drawings, final decision in writing of the Engineer-in-charge shall be obtained by the contractor. For items where so required sample shall be prepared before starting the particular items of work for prior approval of the Engineer-in-charge and nothing extra shall be payable on this account.

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5.0 Articles manufactured by reputed firms and approved by the Engineer-in-charge shall only be used. Only articles classified as “First quality” by the manufactures shall be used unless otherwise specified. Preference shall be given to those articles which bear ISI certification marks. In case articles bearing ISI certification marks are not available the quality of samples brought by the contractor shall be judged by the standards laid down in the relevant CPWD specifications. For items not covered by CPWD specifications relevant ISI standards shall apply.

6.0 The contractor shall give a performance test of installations as per specification

before the work is finally accepted and nothing extra whatsoever shall be payable to contractor on this account.

7.0 The work shall be carried out in a manner complying in all aspects with the

requirements of relevant bye-laws of the Municipal committee/Municipal NPCC Ltd./development authority. Improvement trust under the jurisdiction of which the work is to be executed or as directed by the Engineer-in-charge and nothing extra shall be paid on this account.

8.0 Other agencies doing work of electrification, external service other building

work, horticulture work etc. for this project will also simultaneously execute the works and the contractor shall afford necessary facilities for the same. The contractor shall leave such necessary holes, openings etc., for laying/buying in the work pipes, cables, conduits, clamps, boxes and hooks for an clamps etc. as may be required for the electric and sanitary work etc. and nothing extra over the agreement rates shall be paid for the same.

9.0 Unless otherwise specified in the schedule of quantities the rates for all items of

the work shall be considered as inclusive of pumping out or balling out water if required for which no extra payment will be made. This will include water encountered from any source such as rains, floods, subsoil water table being high due to any other cause whatsoever.

10.0 Any cement slurry added over base surface or for continuation of concerning for

better bond is added to have been in built in the item (unless otherwise/explicitly stated) and nothing extra shall be payable (or) extra cement considered with consumption on its account.

11.0 The rate for all items in which the use of cement is involved is inclusive of

charges for curing. 12.0 The foundation trenches shall be kept free from water while all the works below

ground level are in progress. 13.0 The fineness modulus of sand to be used in different works shall be as follows : 1. Course sand Fineness modulus As specified in the item like

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Between 2.5 to 3.5 plain concrete, RCC work, flooring work etc.

2. Fine sand Fineness modulus As specified in the item like between 1.2 to 1.6 finishing coat of cement,

plaster skirting clade etc. The coarse sand to be used at site shall be of light golden colour. 14.0 BRICK WORKS Bricks shall generally conform to specification for brick class 75. Brick shall not

absorb water more than 20% of their own dry weight after 24 hours immersion in cold water. Both the faces of wall of thickness more than 23 cm shall be kept in the proper plane. Wall of half bricks thickness or less shall be measured separately and paid in sqm. Half brick thickness shall be taken as 115 mm. Brick wall beyond half brick thickness shall be measured in multiple of half brick (i.e. 115 mm) which shall be deemed to be inclusive of mortar joints. When a fraction of half brick occurs due to architectural reasons or otherwise as per the requirements of the Department the same shall be measured as half brick work provided such fraction exceeds 2 cm fraction upto 2 cm thickness shall be made up in mortar and paid for as per specified thickness under brick work. Bricks shall be obtained from the source to be approved by Engineer-in-charge and shall be of best quality, well burnt, ground moulded bricks available in the locality.

15.0 RCC WORK : 15.1 In respect of projected balconies, projected slabs at roof level and projected

verandah the payment for the RCC work shall be made under the item of RCC slabs. The payment for centering and shuttering of such items shall similarly be paid under the item of centering and shuttering of RCC slab. Nothing extra shall be paid for the side shuttering at the edges of these projected balconies and projected verandahs. All the exposed edge shall however be finished as per specifications and nothing extra shall be paid for this.

15.2 In the item of RCC walls, railings and roofs etc. nothing extra shall be paid for

making designs as per patterns given by Architects or for thickness of sections. 15.3 The rates for railing are inclusive of all the labour and the materials including of

the item, portion of the railing which is embedded in the masonry or RCC shall not be included for measurements.

15.4 PRECAST RCC The compaction of the concrete shall be done by vibrations, table or external

vibrator as approved by Engineer-in-charge. The rate quoted for the item shall include the element both for form work and mechanical vibration.

15.5 The water will be tested with regard to its suitability for use in RCC work and

nothing extra will be paid for on this account.

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15.6 The rate of item of reinforcement in RCC work includes all operations including straightening, cutting, bending, binding with ancaled wire and placing in position at all the floors weight all leads and lifts complete.

16.0 FLOORING The rate of items of flooring is inclusive of providing sunk flooring in bath rooms,

kitchen etc. and nothing extra on this account is admissible. 17.0 WOOD WORK : 17.1 The contractor will be responsible for the watch and ward of shutters handed

over to him by the Department for fixing in case these are stipulated for issue by the Distt. And nothing for the same will be paid.

17.2 Timber as specified to be used for wood work shall be kiln seasoned in the

relevant items in the schedule of quantities and shall conform to CPWD specifications 91-92 (Vol. I) or latest edition with correction slips upto date and will be of required variety obtained from approved sources.

17.3 Shutters of paneled doors shall be with kiln seasoned secondary species timber

frames as per relevant specification of item and with panels of 12 mm thick second class teak wood 15 mm thick deodar wood both kiln seasoned or made of phenol form old dye glue processed nova teak or equivalent particle board 12 mm thick with or without commercial ply veneer faces on both sides as indicated in relevant items.

17.4 The paneled shutters shall be kiln seasoned with species as specified in items

(styles and rails) as per width shown in Architect drawings. Panels shall be embedded into frames to a minimum of 12mm with 1.5mm air gaps.

17.5 Permissible tolerance on wood work shall be as under:-

a) Door frames of 3 mm. b) Door shutters.

i) On width and height of 3mm. ii) On thickness of 1.2 mm

17.6 The samples of species to be used shall be deposited by the contractor with the

U.O. before commencement of the work. The contractor shall produce cash vouchers and certificate from standard kiln seasoning plant operator about the timber section to be used on the work having keen kiln seasoned by them, failing which it would not be so accepted as kiln seasoned.

17.7 Transparent sheet glass conforming to IS 1761-1960 shall be used thickness

being governed as under unless otherwise specified in the item.

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-------------------------------------------------------------------------------------------- Area of glazing Thickness Max. unsupported length -------------------------------------------------------------------------------------------- For glazing area upto 0.2 sqm. 3 mm 60 cm For glazing area from 0.2 sqm to 0.5 sqm 4 mm 120 cm For glazing area more than 0.5 sqm 5.5 mm 120 cm -------------------------------------------------------------------------------------------- Glazing for toilets and in fixed ventilators shall be of opaque type. 17.8 Factory made shutters as specified shall be obtained from factories to be

approved by the Engineer-in-charge and shall conform to IS 2202 (Part-I) 1977. The contractor shall inform well in advance to the Engineer-in-charge the name and address of the factory where from the contractor intends to get the shutters manufactured. The contractor will place order for manufacture of shutters only after written approval of the Engineer-in-charge in this regard is given. The contractor is bound to abide by the decision of the Engineer-in-charge and recommended a name of another factory from the approval list, in case the factory from the approved list, in case the factory already proposed by the contractor is not found competent to manufacture quality shutters.

The contractor will also arrange stage-wise inspection of the shutters at factory

of the Engineer-in-charge or his authorized representative, contractor will have no claim if the shutters brought at site are rejected by Engineer-in-charge in part or in full lot due to bad workmanship/quality. Such shutters will not be measured and paid and the contractor shall remove the same from the site of work within 7 days after the written instructions in this regard are issued by Engineer-in-charge or his authorized representative.

18.1 The rate of T/angle iron from shall include the following:-

a) MS bill/tie of 16mm dia bar shall be belded to T-iron door frames to keep the frame vertical in correct position. The bill/tie shall be embedded in floor concrete. No tie is necessary for window frames.

b) Each T-iron frame for doors shall have 4 nos. MS lugs 15x3 mm, 10cms long

welded to each vertical member of the frame.

c) MS plate 8x25mm, 100mm long having threaded holes (no. of flats shall correspond to the no. of butt hinges to be fixed to door/window shutter)shall be welded at appropriate places at the back of the T-iron frames for fixing the required but hinges to the frame with machine screws. MS flats 8x25mm; 50mm long with threaded holes shall be welded to the back of the T-sections to receive the butt hinges for the cleats.

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18.2 The MS flat cramps 15x6mm thick for holding arrangements are to be provided and added as per site conditions. The rate is inclusive of the cost of such clamps.

18.3 All welded steel work shall be tested for quality of weld as laid down in IS 822-

970 before actual erection. 19.0 WATER SUPPLY SANITARY INSTALLATION: 19.1 Sanitary fittings, paints and other materials shall be obtained from one of the

firms on the list of approved manufacturers of CPWD and shall bear ISI mark. The materials shall be tested as per provision in relevant IS codes. The contractor’s rates for items involving the use of the above materials shall be deemed to cover the cost of samples.

19.2 The SCI pipe and G.I. pipe wherever necessary shall be fixed to RCC columns,

beams etc. with raw plugs and nothing extra shall be paid for this. 19.3 G.I. pipes if stipulated for issue in the schedule of material can be issue in such

sizes or its equivalent metric size as considered fit and the issue rate recoverable from the contractor will remain the same. The contractor will not be paid anything extra on this account and nothing will be deducted for using the size of G.I. pipes issued and the items will be paid as per agreement rate for the same item.

19.4 The contractor shall be responsible for the protection of the sanitary and water

supply fittings and other fittings and fixtures against pilferage and breakage during the period of installation and there after until the building is handed over.

19.5 Water tanks, taps, pipes fittings and accessories should conform to bye-law and

specification of the Municipal bodies NPCC Ltd. etc. The contractor should engage licenced plumbers for the work and got the material (fixtures fittings) tested by the municipal bodies/NPCC Ltd. authorities wherever required at his cost, the work shall be carried out according to the municipal bye-law.

20.0 VARIATION CONSUMPTION OF MATERIALS: The variation in consumption of material shall be governed as per CPWD

specification and clauses of the contract to the extent applicable. The following specific clauses shall govern the variation in consumption of pie lead.

21.0 VARIATION IN CONSUMPTION OF PIG LEAD: 21.1 The pig lead for caulking of joints of SCI pipes shall be issued as per theoretical

consumption for SCI pipes of sizes 400mm, 75mm, 50mm, 0.88 kg at 0.98 kg and 0.77 kg per joint respectively. Over and above the theoretical quantities of lead as marked out, variation of 5% shall be allowed for wastage etc. Any difference between the actual consumption of pig lead and theoretical consumption worked out on the above basis/c the authorized variation shall be recovered at double the issue rate. Where the pig lead is arranged by the

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contractor, variation of 5% will be allowed. In case variation is on higher side 5% will be allowed. In case the variation is on lower side the quantity of pig lead used less shall be recovered from the contractor at market rate to be determined by Engineer-in-charge whose decision in the matter will be final.

21.2 The theoretical quantity of cement to be utilized in item of concrete involving use

of shingle aggregate and mixed by volume batching shall be computed on the basis of the co-efficient cement to be used in different items of the work provided in DSR 2012 reducing each of the co-efficient by 5% however where the concrete is mixed by weight batching no such reduction shall be made from the theoretical co-efficient given in DSR 2012 for concrete with crushed stone aggregate.

22.0 CONDITIONS: 22.1 The contractor will have to work according to the programme of work decided by

the Engineer-in-charge. The contractor shall also construct a sample unit complete in all respects within three months from the date of award of work and this samples unit shall be got approved from the Engineer-in-charge before mass construction is taken up. No extra claim what so ever beyond the payments due at agreement rates will be entertained from the contractor on this account.

22.2 The contractor shall take instructions from the Engineer-in-charge regarding

collection and stacking of materials in any place. No excavated earth or building material shall be stacked on areas where other buildings, roads, services of compound walls are to construct.

22.3 Royalty at the prevalent rates shall have to be paid by the contractor on the

boulders, metal, shingle, sand and bajri etc. or any other material where royalty is payable collected by him for the execution of work direct to the revenue authority of the State Government concerned.

22.4 The contractor shall make his own arrangements for obtaining electric/water

connections, if required and make necessary payments directly to the Department concerned.

22.5 The contractor must take all precautions to avoid all accidents by exhibiting

necessary day and night caution boards, speed limit, red flag, red lights and providing barriers. He shall be responsible for all damages and accidents caused due to negligence on this regard. No hindrance shall be caused to traffic during the execution of work.

22.6 The contractor shall maintain in perfect condition all works executed till the

completion of the entire work allotted to him. Where phased delivery is contemplated the provisions mentioned above will apply to each phase.

22.7 No compensation shall be payable to the contractor for any damage caused by

rains, lightening wind, storm, floods tornados, earthquakes or other natural

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calamity during execution of work. He will make good all such damages at his own cost and no claim on this account will be entertained.

22.8 The contractor shall clear the site thoroughly of all scaffolding materials and

rubbish etc. left out of his work and dress the site around the building to the satisfaction of the Engineer-in-charge before the work is considered as complete.

22.9 All material obtained from Govt. stores or other work shall be get checked from

the Engineer-in-charge or his representative on receipt of the same at site and before they are actually used.

22.10 If as per municipal rules the huts for labour are not to be erected at the site of

work by the contractors. The contractor are required to provide such accommodation as is acceptable to local bodies and nothing extra shall be paid on this account.

22.11 The Centering and shuttering required for RCC work will be brought to site by

the contractor well in advance so that the progress of the upper floors is not hampered due to non-availability of the same. Nothing extra shall be paid for this.

22.12 The contractor must see the proposed site for the work and study specifications

and conditions carefully before tendering. No claim of any sort shall be entertained on account of any site conditions or ignorance of specifications and conditions.

22.13 The site is available and tenderer should see the approached and conditions of

the same. If any approach from main road is required at site or existing approach is to be improved and maintained for cartage and materials by the contractors the same shall be provided, improved and maintained by the contractor at his own cost.

22.14 Machine made shutters shall be got approved from the Engineer-in-charge at

factory site before carting the same to the site of work. The shutter damaged during the cartage shall not allow to be used in the work and shall be removed by the contractor at his own cost and no claim whatsoever shall be entertained in this regard.

23.0 CONDITIONS FOR ISSUE OF MATERIALS: 23.1 The size of the cement go-down indicated in the sketch on P 398 of CPWD

specification 1977 is only for guidance. The actual size of the go-down shall be as per site requirements and nothing extra will be paid for the same. The decision of the Engineer-in-charge regarding the capacity needed will be final.

23.2 The contractor shall be fully responsible for the safe custody of the material

issued to him even if the materials are under double lock system.

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23.3 The account daily receipts and issues of cement shall be maintained in a register in the prescribed Proforma to be supplied by the NPCC Ltd. signed daily by the contractor or his authorized agent in of its correctness.

23.4 The contractor shall construct suitable go-downs-yards at the site of work for

storing all other materials so as to be safe against damage by sun, rain, dampness, fire theft etc. at his own cost and also employ necessary watch and ward establishment for the purpose at his cost. Materials to be charged directly to work and stipulated for issue free of cost shall also be issued to contractor as soon as they are received at site or at the stipulated place of issue the provisions of this clause will equally and fully be applicable to those items as well.

23.5 Issue of steel of diameter above 10mm will be regulated on sectional weight

basis, weight being calculated with the help of the above table. However for bars MS/tor steel upto and including 10mm, the following procedure shall be adopted. The average sectional weight for each dia shall be arrived at from samples from each lot of steel to be modified to take into account the variation between the actual and the standard co-efficient given above and the contractors account will be debited by the cost of this modified quantity only. The description of the Engineer-in-charge shall be final for the procedure to be followed for determining the average sectional weight of each lot. Quantity of each diameter of steel received at site of work each day will constitute the single lot for this purpose.

23.6 For standard sectional weights of steel standard tables referred in para 5.3.3 in

specifications for works 1991-92 volume1 to be considered for conversion of length of various sizes of MS or tor steel bars in to weight steel bars to be issued would be only for reinforcement works in RCC & not to cover any other items.

24.0 CLARIFICATION REGARDING PLINTH LEVEL:- 24.1 The following works shall be treated as works relating to foundations:-

a) For buildings, compound walls, plinth level (or) 1.2 meter (4 feet) above ground level whichever is lower excluding items of flooring and DPC but including base concrete below the floors.

b) For abutment, piers, retaining walls of culverts and bridges, wall of water reservoirs. The floor level or where floor is not determinate upto 1.2 metre above bed level.

c) For retaining walls where the floor level is not determinate upto 1.2 meters above average ground level or bed level.

d) For roads all items of excavation and filling including treatment sub base and soiling work.

e) For water supply lines, sewer lines, underground storm water drain and similar works, all items of work below ground level except items of pipe work and masonry work.

f) For open storm water drains all items of work.

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25 TESTING OF MATERIALS:

a) The contractor shall produce all the materials in advance so that there is sufficient time for testing of the materials and clearance of the same before use in work.

b) Samples of various materials required for testing shall be provided free of charge by the contractor. Testing charges, if any, shall be borne by the contractor. All other expenditure required to be incurred for taking the samples, conveyance, packing etc. shall be borne by the contractor himself.

c) In case there is any discrepancy in frequency of testing as given in list of mandatory tests and that in individual sub-heads of work as per CPWD specifications 2009 (Vol. I & II) or latest edition the higher of the two frequencies of testing shall be followed and nothing extra shall be payable to the contractor on this account.

d) The contractor shall be responsible to arrange at his own cost all necessary tools and plants required for execution of the work.

e) With a view to avoid controversy about quality of cement concrete as revealed in the test results of 7 days cubes falling short of the prescribed standard by over 10% and 20% and pending testing of balance 3 cubes for 28 days as final confirmatory acceptance test crushed samples of cement concrete from the failed 7 days cubes should be preserved in a sealed bag.

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EVALUATION PROCESS AND CRITERIA

1 Evaluation Process

The Bids will be evaluated in the following stages: (i) Stage 1- Technical Evaluation (ii) Stage 2- FinancialEvaluation

2 Stage 1-Technical Evaluation 2.1 Every Bidder shall have to arrange for the presentation to the

Evaluation Committee stating as to how he is going to tackle this project & complete it within the stipulated time period with acceptable quality. Thereafter, the technical Bids shall be evaluated by the Evaluation Committee as per criteria mentioned in clause 4.3.

2.2 The Bidders scoring a minimum of 85% as assessed by the Evaluation

Committee comprising minimum three members and maximum five members shall be declared technically qualified. Each Committee member shall independently evaluate and give scores. Average of all the scores shall be considered for all purposes.

2.3 The financial Bid of only those Bidders who are technically qualified shall

be opened. The financial Bids of Bidders whose technical bids are found unacceptable shall be returned unopened. NPCC can call any Bidder for any clarification required by NPCC at its sole discretion any time before opening of Financial Bids.

2.4 NPCC shall notify all the technically qualified Bidders of their technical

qualification indicating the date, time and venue for opening of financial Bids.

3 Technical Evaluation Criteria

Each and every member of the Evaluation Committee shall separately evaluate all the technical proposals and then the average of the marks given by all the members to a proposal shall be taken for declaring a technical bid as acceptable or unacceptable. It is not necessary that following criterion carry equal maximum marks. It will be the discretion of the committee members to choose the maximum marks for any particular criterion based on the importance he/she attach to that particular criterion.

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Sl. No. Evaluation Parameters Maximum

Marks Suitability of the Technical Proposal

1. Ranking of Bidders as per as per Criteria of Tender Notice a n d previous association with NPCC .

30

2. Proposed time schedule/plan with broad list of activities, timelines & milestones: The Bidder may please note that if the completion time offered by him/her is less than time specified by the Employer, then the offered time shall be reckoned as Contract Period for all practical purposes including grant of time extension, levy of Liquidated Damages etc. (Marks for each site shall be – Zero marks if the Bidder is also contemplating to complete the work within the completion time period stipulated by the NPCC; 1 marks if the contractor is taking one month less than stipulated; 2 marks if the Bidder is taking two month less than stipulated; and so on subject to Maximum of 5 marks) Whether attached the following- Programme of Works, a comprehensive Project implementation Programe (Hard and soft copy) with list of activities, timelines and milestones. A detailed overall activity chart indicating the duration and timing of all major activities. Proposal for Progress Monitoring as per Baseline Programme

5

3. Overall development criteria: Will be evaluated by the Committee appointed by the NPCC for the purpose. Higher marks will be given for superior specification, superior designs, superior management- techniques, etc.

A Proposed moulder furniture layout plan and siting arrangement for entire floors alongwith design photographs. 10

B Proposed Electrical layout plan with position of fitting and fixture for entire floors. 10

C Proposed layout plan for Air Conditioning system for entire floors. 10

D Proposed approach, methodology and technology for completion of various stages of project starting with , till final completion of each site in all respect.

05

E Proposed Quality Control & Quality Assurance plan; Proposed Quality Policy (Assurance and Control) and quality management plan. Proposed Testing Schedule for all items of work and material in the construction showing number of tests and testing interval as specified and stipulated in the relevant latest IS codes.

10

F Proposed additional modern amenities/facilities including superior specifications over & above the NPCCs’ requirement. Format of All Submitals proposing the sample materials.

05

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4.4 Stage 4 Financial Evaluation 4.1 The committee constituted for opening of the Financial bids shall

open the financial Bid of the technically qualified Bidders in the presence of the Bidders/their authorized representative, who choose to attend, at the scheduled date and time.

4.2 On opening the financial Bids, the Committee shall read out the financial Bid to all the Bidders and note the same

4.3 The Committee constituted for opening of the Financial bids shall correct arithmetic errors, if any and sign the same. If any discrepancy is found between the amount in figures and the amount in words, the amount in words shall prevail.

4.4 All the financial Bids shall then be ranked according to the financial Bid in increasing order with the Bidder quoting the least amount ranked (Lowest Financial Bid) L1, Bidder quoting next higher figure as L2 and so on.

CRITERIA FOR ACCEPTANCE OF TENDERS:

Those agencies who score more than or equal to 80% Score in ‘Technical Evaluation Criteria as per clause shall only qualify for the consideration of opening of their ‘Price Bid’.

4.5 The price shall also be firm and shall not be subject to exchange

variations, labour conditions, escalation, fluctuations in railway freights or any conditions whatsoever. Bidders must include in their price, excise duty, Insurance Premium, Indemnity Premium, octroi, VAT (Value Added Tax), payments to Statutory Authorities, labour cess and any other tax and duty prevailing at the time of submission of the tender and no claim in this regard whatsoever shall be entertained by the NPCC.

G Proposed plan for attaining building-efficiency, energy- efficiency, and adoption of best-practices 05

H Proposed Health & safety practices./ Proposed Safety Policy and Standards 05

I Organizational capability Number of proposed technical staff with Academic qualification and relevant work experience, Project management experience of the proposed staff, Project Management Methodology. Proposed Organization Chart and Details of the Project team with assignment of each key staff member .

05

Total Marks 100

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4.6 If instructed for any additional scope of work as extra to the

Employer requirements in Contract, Bidders Overhead and Profit shall be considered as 15%.

4.7 1) An introduction summarizing progress and significant events during

the subject period;

2) A statement of the methodology used in compiling the update;

3) A summary of the schedule;

4) The existing critical path of the programme;

5) A statement of problem areas and potential impacts;

6) A statement of any changes in the construction sequence;

7) A statement of upcoming activities and expected progress;

8) A summary of the report; and

9) Appendices, including Bar charts with updated status, Bar chart of critical path, Cost control report, Cash flow and progress measurement curves, Manpower histogram by craft, in tabular and graphical representation; and Safety,security, Statement of materials supplied – ordered.

10) Photographs shall be submitted every quarter of the year showing the progress;

4.8 The Bidder shall maintain and daily update and authorize/ sign the entries of the following registers and shall be made available for any inspection of the Engineer / Employer’s representative / any persons engaged by the Employer / Statutory Authority Officials. At the completion of the project / work, all registers shall be certified and handed over to the Client. All registers as per proforma of NPCC shall be maintained in paper bound pucca registers having serially numbered pages. These registers shall be in the safe custody of the authorized representative of the Bidder.

a) Drawing Register

b) Cement /Steel Consumption Register

c) Material Test Register with entry of results (including the originals of all test results from the approved laboratories)

d) Concrete Cube Test Register (including the originals of all test results from the approved laboratories)

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e) Hindrance Register

f) Daily Progress Register

4.9 The Bidder shall carry out material tests as per latest IS Code only in the Laboratories approved by the NPCC.

CIVIL WORK:-

In addition of above total renovation, aluminum windows, doors, vitrified tile flooring, false ceiling etc need to be incorporated. Adequate lights as/norms l with plugs for data, voice as per office needs to be provided. VRV conditional system with proper air flow to be considered. Following drawings are required to be submitted: 1. Furniture lay out plan 2. Electrical lay out plan 3. AC lay out plan 4. Furniture layout plan, design photograph etc. for various offices. 5. All Drawings should be in A-3 Size

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LIST OF APPROVED MAKES A. Civil Items S.No. Material Make

1) Cement ACC/ Ultratech /BIRLA/JK/Ambuja

2) TMT Reinforced Steel Rathi/SAIL/RINL/TATA

3) Mild Steel Mahavir/Rana/Kamdhenu/Rathi

4) Anti Termite Chemical Vam Organic/Hindustan Insecticide/Bayer

5) Water Proofing Chemicals CICO/Dr.Fixit/Pidilite

6) Wall Putty Birla/JK/Jhonson

7) Aluminium Sections Hindalco/Jindal

8) Vitrified tiles Marbito/Kajaria/Somany/orient.

9) Ceramic Tiles Marbito/Kajaria/Somany/orient

10) Enamel paint Dulux/ICI/asian

11) Texture Paint Spectrum/Unistone

12) Cement Paint Snowcem/ICI

13) Sanitary ware Hindware/Parryware/Cera

14) CP Fittings Cera/Jaquar/Marc

15) Upvc SWR pipes & Fittings Supreme/Finolex/Prince/kissan/AKG

16) SCI Pipes & Fittings NECO/SRIF/RIF

17) GI & MS Pipes Jindal Hissar/Prakash Surya

18) CPVC Pipes Astral/Ajay/Ashirwad

19) GI Fittings UNIK/DRIP-M/ZOLOTO/”R”

20) Ball Valves Zoloto/DRP/Sant

21) CI Valves(>65mm dia) Kirloskar/Leader/Sant

22) 50mm dia and above Audco/Veeson/KSB/Zoloto/Sant

23) Ferrules/Ballcocks/Water level Fittings DRP/Zoloto/Leader/Sant

24) Presuure Regulating valves DRP/Zoloto/Kartar/CIm

25) Garden Irrigation Sprinklers Rainbird/Harvel/Premier/jain

26) Stoneware Pipes & Gully Traps Perfect/Ananad

27) RCC Pipes Pragati/JSP

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28) SFRC Manholes Covers & Gratings KK/pragati/shushma/terrafirma

29) CI-LA/DI Fittings Kartar/Neer

FIRE FIGHTING WORKS

1) MS Pipes TATA/Jindal

2) Gunmetal Ball Valves Leader/DRP/Sant/Zoloto/TBS

3) CI Double Flanged Sluice valves & Check Valves Kirloskar/Sant/Leader

4) Slim Seal Butterfly Valve Audco/Veeson/C&R/KSB/Advance/sant

5) Dual Disk type Non Return Valve Audco/Veeson/C&R/KSB/Advance/sant

6) Fire Hydrant Valves/Branch Pipes & Fire Main Axe. Minimax/Firex/Newage

7) Fire Aid Fire Hose reels Minimax/Firex/Newage

8) CP Hose Pipes Minimax/Firex/Newage

9) Sprinkler Head Tyco/Grinel/Viking

10) Fire Pumps Kirloskar/Mather-Plate

11) Motors Kirloskar/Seimens/Crompton

12) Electric Switch Gear L&T/seimens

13) Cables Anchor/Polycab/RR Kabel/Finolex/National/havells

14) Suction Stainer Vaishno/Jaypee/Grandpit/Dashmesh

15) Vibration eleiminator Connector Resistoflex/Kanwal

16) Single Phsing preventor Siemens/Minilec/L&T

17) Pipe Coat Material PYPKOTE/Coaltek

18) Flow switch Potter/Sysytem Sensor/Jhonson Control

19) Diesel Engine Ashok Leyland/Kirloskar/Cummins

20) Main Control Panel Diamond/Tricolite/Advance/Trinitron/Vidyut control/Madhu elec/Risha

21) Fire Brigade Inlet Minimax/Newage

22) Rubber Hose Pipe Jyoti/Tiger/Padmini

23) Hose Coupling Branch Minimax/Newage

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24) Pressure Switch Indfoss/Switzer

25) Pressure Gauge H/Guru/Fiebig

26) Battery Exide/prestolite

27) Fire Extinquisher Minmax/Newage

28) Enamel Paint Asian/Nerolac/berger

29) Annunciation panel Safeway/agni/Matter & Palet

30) Contactor L&T/Siemens

31) Thimbles/Ferrules Dowel

32) Cable Gland Commex/Power/Gripwell

33) Power capacitor L&T/Crompton/Asian/Ducati

34) Measuring meter L&T/seimens/AE

35) MS Conduit BEC/AKG/steel craft

ELECTRICAL WORKS

1) MCCB &MPCB L&T/ABB/GE/SEIMENS VL

2) MCB& ELMCB M&G/HEGGAR/LEGRAND/HAVELLS

3) Lugs,thimbles Dowells

4) Capacitor EPCOS/DUCATI/MEHER

5) APCR relay EPCOS/DUCATI/CONZERV

6) Reactor EPCOS/DUCATI/ELSPEC/SAIGON

7) Indication Lights Schnieder/L&T/Seimens/Avon

8) Selector Switch Sulzer/Kaycee

9) Push Button Schnieder/L&T/Seimens/Avon

10) Terminal Strip Connectwell/Elmex/Phoenix

11) Digital Meter Conzerv/Trinity

12) Analogue Meter Rishabh/AE/IMP

13) Current transformer cast Resin G&M/KAPPA/AE

14) Compression Glands HMI/Comet

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15) HRC Fuses Siemens/L&T

16) Lighting Fixtures Philips/Wipro/Thorn/Bajaj

17) Power(PVC/XLPE 1.1KV gradecables)

UNISTAR SATNA/ POLYCAB/ FINOLEX/ KEI/ GEMSCAB/TYCO

18) Cable Tray Slotco/SECO/Steel ways/Indiana

19) Ms Conduit & Accessories BEC/AKG/Steel Craft/mk

20) Pvc insulated copper conductor Finolex/RR Kabel/KEI/Polycab/Anchor/havells

21) Swithces&socket northwest/Legrand/Havells/anchor

22) DB Legrand/Havells/Indo asian

23) HT Cable Unistar/Polycab/RPG/KEI/Rallison

24) Telephone wire Finolex/Polycab/RR Kabel/Havells/Anchor

25) Fans & exhaust fans Orient/Crompton/Bajaj/Usha

26) Data Points Awaya/Amp

27) Pre Fabricated MS Junction Box Legrand/MK

28) LED Display unit Delite Or Equ.

29) Lightning Protection Alltec/LPI

30) Conventional fire alarm system Notifier/Edwards/IAS/Marlay/Siemens/Simplex

31) Transformer Voltamp/Kirloskar/Crompton/IVL Sudhir

32) DG set Cummins/Catterpillar/Kirloskar

33) LT Panel& PDB’s Ambit/AARVEE/Electro/Power/vidyut/Milestone/AtoZ.

34) Lifts KONE/OTIS/Shindler/Jhonson

35) Furniture Geeken/Outright/Harmony/Delite

36) Air-conditioning System Carrier / Bule Star / Mitshubishi

37) CCTV ALBA/CP Plus/Samsang

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LIST OF APPROVED BANKS Scheduled Banks in India (Public Sector):

• State Bank of India • State Bank of Bikaner and Jaipur • State Bank of Hyderabad • State Bank of Indore • State Bank of Mysore • State Bank of Saurashtra • State Bank of Travancore • Andhra Bank • Allahabad Bank • Bank of Baroda • Bank of India • Bank of Maharashtra • Canara Bank • Central Bank of India • Corporation Bank • Dena Bank • Indian Overseas Bank • Indian Bank • Oriental Bank of Commerce • Punjab National Bank • Punjab and Sind Bank • Syndicate Bank • Union Bank of India • United Bank of India • UCO Bank • Vijaya Bank

Scheduled Banks in India (Private Sector):

• ING Vysya Bank Ltd • Axis Bank Ltd • ICICI Bank Ltd • HDFC Bank Ltd • IDBI Bank Ltd • Standered Charted Bank • Citi Bank

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NATIONAL PROJECTS CONSTRUCTIONCORPORATION LIMITED

(A GOVERNMENT OF INDIA ENTERPRISE)

PROFORMA OF BANK GUARANTEE (FOR PERFORMANCE GUARANTEE) NATIONAL PROJECTS CONSTRUCTION CORPORATION LIMITED,

(Address as mentioned in Notice Inviting Tender) Whereas the National Projects Construction Corporation Limited (hereinafter called “NPCC” which expression shall include its successors and assigns) having awarded a work order/contract / supply order No……….. Dated ………………(hereinafter called the contract) to M/s. …...............…................................ (Hereinafter called the contractor / supplier) at a total price of Rs…............ subject to the terms and conditions contained in the contract. WHEREAS, the terms and conditions of the contract require the contractor to furnish a bank guarantee for Rs…............ (Rupees…................) being ….........% of the total value of the contract for proper execution and due fulfillment of the terms and conditions contained in the contract. We, the Bank, (hereinafter called the “Bank”) do hereby unconditionally and irrevocably undertake to pay to NPCC immediately on demand in writing and without protest/or demur all moneys payable by the contractor/supplier to NPCC in connection with the execution/ supply of and performance of the works/equipment, inclusive of any loss, damages, charges, expenses and costs caused to or suffered by or which would be caused to or suffered by NPCC by reason of any breach by the contractor/supplier of any of the terms and conditions contained in the contract as specified in the notice of demand made by NPCC to the bank. Any such demand made by NPCC on the bank shall be conclusive evidence of the amount due and payable by the bank under this guarantee. However, the Bank’s liability under this guarantee shall be limited to Rs____________in the aggregate and the bank hereby agrees to the following terms and conditions:- (i) This guarantee shall be a continuing guarantee and irrevocable for all claims of NPCC as specified above and shall be valid during the period specified for the performance of the contract including the period of maintenance/warranty . (ii) We, the said bank further agree with NPCC that NPCC shall have the fullest liberty without our consent and without affecting in any manner our obligations and liabilities hereunder to vary any of the terms and conditions of the said contract or to extend time for performance of contract by the contractor from time to time or to postpone for any time or from time to time any of the powers exercisable by NPCC against the contractor/supplier under the contract and forbear or enforce any of the terms and conditions relating to the said contract and we shall not be relieved from our liability by reason of any such variations or extension being granted to the contractor or for any forbearance, act or omission on the part of NPCC or any indulgence by NPCC to the contractor or by any such matter or thing whatsoever, which under the law relating to the sureties would, but for this provision, have effect of so relieving us.

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(iii) This guarantee/undertaking shall be in addition to any other guarantee or security whatsoever NPCC may now or at any time have in relation to the performance of the works/equipment and the company shall have full re-course to or enforce this security in performance to any other security or guarantee which the NPCC may have or obtained and there shall be no forbearance on the part of the company in enforcing or requiring enforcement of any other security which shall have the effect of releasing the Bank from its full liability. It shall not be necessary for NPCC to proceed against the said contractor/supplier before proceeding against the Bank. (iv) This guarantee/ undertaking shall not be determined or affected by the liquidation or winding up, dissolution or change of constitution or insolvency of the supplier/ contractor, but shall in all respects and for all purposes be binding and operative until payment of all moneys payable to NPCC in terms thereof are paid by the Bank. (v) The Bank hereby waives all rights at any time inconsistent with the terms of this Guarantee and the obligations of the bank in terms hereof, shall not be otherwise effected or suspended by reasons of any dispute or disputes having been raised by the supplier/contractor (whether or not pending before any Arbitrator, Tribunal or Court) or any denial of liability by the supplier/contractor stopping or preventing or purporting to stop or prevent any payment by the Bank to NPCC in terms hereof. We, the said Bank, lastly undertake not to revoke this guarantee during its currency except with the previous consent of NPCC in writing. Unless a claim is made in writing within three months from the date of expiry of this guarantee i.e (Three months after the date of expiry) we shall be relieved from all liabilities under this guarantee thereafter. Signed this …................ day of ….................. at………. For and on behalf of Bank WITNESS. 1. _______________ 2. _______________

80

AGREEMENT FOR WORK This Agreement No. --------------- made on ----- day of (Month), (Year) between National Projects Construction Corporation Limited a company registered under the Companies Act 1956 and having its registered office at Raja House, 30-31, Nehru Place, New Delhi- 110 019 in the State of Delhi and Corporate office at Plot No. 67-68, Sector – 25, Faridabad in the state of Haryana (Herein after referred to as “ NPCC LIMITED” which expression shall unless the context require otherwise include its administrators, successors and assign) and M/s ------------------------------------------------------------------------------------- in the State of ---------- ( Herein after referred to as “ -------------------- “ which expression shall unless the context requires otherwise includes their respective heirs, executors, administrators, and legal representatives through Shri --------------------------------- of the other part. WHEREAS M/s ------ has submitted their offer for the work of providing detailed ----------------------------------------------------------------------------- for -------------------------------------------------------------------------------------------. (Herein after referred to as ------) WHEREAS the NPCC LIMITED has called the tender for the said ------------- vide tender notice no. --------------------------------- Dated ------------ and the same is responded and quoted by M/s ----------- alongwith their offer dated ----------------- NPCC LIMITED issued a letter of award bearing no. -------------------------- Dated ------------------ as the rate of --- % on project cost (-----------------------) and M/s ---------------------- has agreed and confirmed their unconditional acceptance to the NPCC LIMITED’s said letter of award. NOW THIS INDENTURE WITNESSETH that in consideration of the payment to be made as per terms and conditions by NPCC LIMITED to M/s ------------- aforesaid letter of acceptance M/s -------------------- will duly perform the said work and shall execute the same with great promptness, care and accuracy in workman like manner to the satisfaction of ------------- as well as NPCC LIMITED and will complete the same in accordance with the said specifications and conditions of contract and complete the same within the stipulated time as stated in the tender document. The following shall be the part of this agreement:- 1. NPCC LIMITED letter of award no. --------------------------------- Dated ---------. 2. M/s ------- offer dated ---------------------. 3. NPCC LIMITED’s tender documents and its terms, conditions, specification etc. 4. Schedule of rates. AND THE NPCC LIMITED do hereby agree that if M/s ------------ shall duly perform the said work in the manner aforesaid and observed to keep the said terms and conditions, NPCC LIMITED will pay/cause to be paid to M/s ---------------- for the said work, due in that respect, at the rates set forth in the Schedule off rates. It is hereby agreed that all the provisions of the said conditions, specifications which have been carefully read and understood by M/s -------------------- and bill of quantities/scope of work shall be as binding upon M/s ----------- and upon NPCC LIMITED as if the same have been repeated herewith and shall be read as part of these presents. For M/s ------------------------ For M/s N.P.C.C. LIMITED. Witnesses Witnesses

SIGNATURE OF TENDERER

NAME:

ADDRESS:

81

PROFORMA OF BANK GUARANTEE IN LIEU OF E.M.D. (BID BOND)

National Projects Construction Corporation Limited

(Address as mentioned in Notice Inviting Tender)

In consideration of National Projects Construction Corporation Limited, having its Registered Office at 30-31,

Raja House, New Delhi 110 019 (hereinafter called “NPCC” which expression shall unless repugnant to the

subject or context include it cuccessors and assigns) having issued Notice Inviting Tender No………… and

M/s……………………… having its Registered Head Office at ………………. (Hereinafter called the

“TENDERER”) is to participate in the said tender for …………….. Whereas NPCC, as a special case, has

agreed to accept an irrevocable and unconditional Bid Bond Guarantee for an amount of Rs………….. valid

up to …………. From the tenderer in lieu of Cash Deposit of Rs. ………………required to be made by the

tendereer, as a condition precedent for participation in the said tender. We the ……………. (hereinafter

called the “BANK”) having its Registered Office at ……………. And Branch Office at ………………….. do

hereby unconditionally and irrevocably undertake to pay NPCC immediately on demand on demand in

writing and without demur/protest any amount but not exceeding Rs……….. Any such demand made by

NPCC shall be coclusive and binding on us irrespective of any dispute or differences that may be raised by

the tenderer.

Any change in the constitution of the tenderer or the Bank shall not discharge our liability under the

guarantee.

We, the ………..Bank, lastly undertake not to revoke this guarantee during its currecy without the prior

consent of NPCC in writing and this guarantee shall remain valid upto ……….. Unless a claim is made with

three months from the date of expiry i.e. …………. (Three months after the date of expiry), we ahll be

relieved of our liability under this guarantee hereafter.

FOR AND ON BEHALF OF BANK

PLACE:

DATED:

WITNESS.

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BILL OF QUANTITIES FOR RENOVATION OF BHARAT SCOUTS AND GUIDES (H.Q.) AT MATHURA ROAD, NEW DELHI.

S.NO DSR ,14 Description of items Unit Qty Rate Amount

1 15.7

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

a 15.7.4 In cement mortar cum 119.00 754.1 89737.9

2 15.13

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :

a 15.13.1 Of area 3 sq. metres and below NOS 108.00 54.8 5918.4

b 15.13.2 Of area beyond 3 sq. metres NOS 14.00 72.55 1015.7

3 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

a 15.23 For thickness of tiles 10 mm to 25 mm SQM 428.00 28.2 12069.6

4 15.4

Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :

a 15.40.1 Thickness up to 40 mm SQM 0 17.55 0

5 15.41

Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

SQM 600.00 21.85 13110

6 15.44

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

a 15.44.1 15mm to 40mm nominal bore mtr 191.00 57.85 11049.35

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7 15.45

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:

mtr 204.00 168.6 34394.4

8 15.56

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

sqm 826.00 20.05 16561.3

9 15.57

Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge

sqm 211.00 21.85 4610.35

10 15.3

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. cum 1302.30 15.4 D

CUM 15.00 1302.3 19534.5

11 18.76 Cutting holes up to 30x30 cm in walls including making good the same: EACH 84.00 207.95 17467.8

12 18.77

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drainpipe etc. and repairing the hole after insertion of drain pipe etc. with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

EACH 58.00 193 11194

13 2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

a 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% ltr 88.00 185.95 16363.6

14 2.35

Diluting and injecting chemical emulsion for OSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :

a 2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration mtr 196.00 22.7 4449.2

15 4.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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a 4.1.5 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

cum 12.00 4834.3 58011.6

b 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

cum 15.00 4301.15 64517.25

16 4.14 Extra for concrete in superstructure cum 27.00 573.2 15476.4

17 5.2

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :

a 5.2.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

cum 6.00 6570 39420

18 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

a 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 75.00 401.65 30123.75

b 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 146.00 332.15 48493.9

19 5.22

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.

a 5.22.3 Thermo-Mechanically Treated bars kg 1020.00 68.1 69462

20 6.4

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

a 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 24.00 5426.15 130227.6

21 6.13

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Vlevel.

a 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 533.00 665.8 354871.4

22 13.6 20 mm cement plaster of mix :

a 13.6.1 1:4 (1 cement: 4 coarse sand) sqm 1116.00 242.05 270127.8

85

23 11.36

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

sqm 567.00 836.65 474380.55

24 11.37

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.

a 11.37.2 sqm 256.00 785.4 201062.4

25 11.47

Providing and laying Vitrified tiles in different sizes (thickness to bespecified by the manufacturer), with water absorption less than 0.08%and conforming to IS: 15622, of approved brand & manufacturer, in allcolours and shade, in skirting, riser of steps, laid with cement based highpolymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Paymentfor grouting of joints to be made separately)

a 11.47.2 600 x600mm sqm 860.00 1630.2 1401972

26 11.48

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

a 11.48.2 sqm 860.00 187.95 161637

27 8.2

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20

86

mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

a 8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm sqm 608.00 3907.4 2375699.2

28 8.3

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer-in-Charge.

8.3.2 Granite work mtr 136.00 230.55 31354.8

29 21.1

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sectionsshall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

30 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 435.00 387.7 168649.5

31 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 355.00 435.75 154691.25

32 21.2.1

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

sqm 21.00 1040.95 21859.95

87

33 21.4

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossedon the body / plate with double spring mechanism and door weight upto125 kg, for doors, including cost of cutting floors, embedding in floors asrequired and making good the same matching to the existing floor finishingand cover plates with brass pivot and single piece M.S. sheet outer boxwith slide plate etc. complete as per the direction of Engineer-in-charge.

a 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 31.00 2039 63209

34 9.97

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

a 9.97.2 250mm x10mm each 200.00 95.25 19050

35 9.1

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

a 9.100.1 125mm each 70.00 69.8 4886

36 9.101

Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws etc. complete.

a 9.101.2 Twin rubber stopper each 30.00 83.95 2518.5

37 9.96

Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

a 9.96.2 250x16mm each 270.00 189 51030

38 9.2

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

88

a 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

sqm 97.00 2606.45 252825.65

39 9.4

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc.complete :

9.40.1 2nd class teak wood

a 9.40.1.2 50 x 20 mm mtr 346.00 156.85 54270.1

40 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :

a 9.74.2 200 x 10mm nos 118.00 239.3 28237.4

41 9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete :

9.75.2 250x16x5 mm nos 73.00 214.7 15673.1

42 9.81 Providing and fixing bright finished brass handles with screws etc.complete:

a 9.81.1 125mm each 118.00 182.45 21529.1

43 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

each 47.00 85.7 4027.9

44 14.1

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead :

a 14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) sqm 300.00 259.15 77745

45 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:

14.5.2 Float glass panes of thickness 5.5 mm sqm 125.00 914.25 114281.25

46 13.41 Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :

89

a 13.41.1 New work (two or more coats) over and including water tinnable priming coat with cement primer

sqm 2365.00 89.7 212140.5

47 13.45

Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm

sqm 776.00 75.35 58471.6

48 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

a 13.61.1 Two or more coats on new work sqm 343.00 74.4 25519.2

49 13.8

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

sqm 3771.00 89.65 338070.15

50 13.68 French spirit polishing : sqm 207.00 193.95 40147.65

51 17.1

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :

a 17.10.1.1 510x1040 mm bowl depth 250 mm each 5.00 7052.15 35260.75

52 10.28

Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fastenersetc.).

KG 83.00 619.4 51410.2

90

53 17.6

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

17.60.1 100 mm inlet and 100 mm outlet

a 17.60.1.1 Sand cast iron S&S as per IS: 39 each 45.00 982.55 44214.75

b 17.60.2 100 mm inlet and 75 mm outlet each 34.00 1020.9 34710.6

54 18.5

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cementand the cost of cutting chases and making good the same including testingof joints complete as per direction of Engineer in Charge.

a 18.5.1 PN - 16 Pipe, 16 mm OD mtr 212.00 270 57240

b 18.5.2 PN - 16 Pipe, 20 mm OD mtr 670.00 296 198320

c 18.5.3 PN - 16 Pipe, 25 mm OD mtr 280.00 361.3 101164

55 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

a 18.17.1 25 mm nominal bore nos 33.00 428.85 14152.05

56 8.6

Mirror polishing on marble work/Granite work/stone work where everrequired to give high gloss finish complete.

sqm 194.00 212.85 41292.90

57 22.6

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting ofapplying: a) after surface preparation, first layer of slurry of cement @0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. b) laying second layer of Fibre glass cloth when the first layer is stillgreen. Overlaps of joints of fibre cloth should not be less than 10 cm. c)third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cementcompound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water

sqm 165.00 390.35 64407.75

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curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured

58 11.27

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

SQM 61.00 1191.25 72666.25

59 12.45

Providing and fixing false ceiling at all height including providing and fixingof frame work made of special sections, power pressed from M.S. sheetsand galvanized with zinc coating of 120 gms/sqm (both side inclusive) asper IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mmthick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, oneflange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in adirection perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with thehelp of rawl plugs at 450 mm centre, with 25mm long dry wall screws @230 mm interval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5 x 25 mm at230 mm c/c, including jointing and finishing to a flush finish of tapered andsquare edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto

92

150mm on both sides of joint and two coats of primer suitable for board, all as permanufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:

a 12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I

sqm 157.00 907.1 142414.7

60 12.52

Providing and fixing tiled false ceiling of approved materials of size 595x595mm in true horizontal level, suspended on inter locking metal grid of hotdipped galvanized steel sections ( galvanized @ 120 grams/ sqm, bothside inclusive) consisting of main “T” runner with suitably spaced joints toget required length and of size 24x38 mm made from 0.30 mm thick(minimum) sheet, spaced at 1200 mm center to center and cross “T” ofsize 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm longspaced between main “T” at 600 mm center to center to form a grid of1200x600 mm and secondary cross “T” of length 600 mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle ofthe 1200x600 mm panel to form grids of 600x600 mm and wall angle ofsize 24x24x0.3 mm and laying false ceiling tiles of approved texture in thegrid including, required cutting/making, opening for services like diffusers,grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to besuspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30x 0.8 mm spaced at 1200 mm center to center along main T, bottomexposed width of 24 mm of all T-sections shall be pre-painted with polyesterpaint, all complete for all heights as per specifications, drawings and asdirected by Engineer-in-charge.

93

12.52.1

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.

a sqm 487.00 1551.55 755604.85

61 7.23.4.5

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides bymeans of cramps and pins which shall be paid for separately)

sqm 542 3059.85 1658438.7

62 14.13

Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping andtiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand),including replacing unserviceable tiles or bricks with new ones and disposalof unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead.

sqm 580 282.1 163618

63 14.72

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose.The payment will be

sqm 378 159.9 60442.2

94

made once irrespective of duration of scaffolding.

Amount (A) 11208504

95

Non Scheduled Items

S.NO N.s Description of items Unit Qty

1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth

Cum 65

2

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm 80

3 Dismantling old plaster or skirting raking out joints and cleaning the surface for the dumping ground within 50 metres lead.

sqm 400

4 Repair, surface dressing and redoing damaged existing brick work ,wherever required and prepare it to receive the new plaster.

sqm 25

5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

cum 12

6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Cum 8

7

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

cum 5

8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

cum 11

9 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

sqm 50

A Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 55

B Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.

sqm 20

C Suspended floors, roofs, landings, balconies and access platform. sqm 10

96

D Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 145

10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto /above plinth

Mtr 3

11 Brick work with common burnt clay F.P.S. non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand)

cum 17

12

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- in- charge. (Old CC paver blocks shall be supplied the department free of cost).

sqm 30

13

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

sqm 50

14 Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

kg 1800

15

Spiral Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.Using 55cm dia in one spiral and having 4 spirds in one running meter with three horizontal wires although out. With G.I. barbed wire

Mtr 1800

16 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) sqm 660

17 Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. Granite of any colour and shade

sqm 50

18

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure

sqm 20

97

for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured

19 Upgradation of existing boundary wall gates (2 nos) as per design and drawing.

job 1

20 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

sqm 100

21 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

sqm 660

22 P/Making hole (15mm)in the planter slab for dewatering the excess water from planter.

TOTAL BOUNDARY WALL NON SCHEDULE

1 NS

Removing the E.W.C/W.Basin/ Urinal etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

nos 64.00

2 NS

Removing the Cp fittings bib cock/stop cock etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

nos 200.00

3 NS

Removing of looking mirror including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

nos 100.00

4 NS

Removing of raised flooring including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

sqm 47.00

98

5 NS

Removal of electrical/lighting fixture and fittings and disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge

sqm 2385.00

6 NS

Providing and fixing of EWC (colour/white) with 10ltr chinaware low level cistern including all fittings i.e stopcock, flush pipe etc. & cutting and making good the wall, complete in all respect.

nos 33.00

7 NS

Providing and fixing of Wash basin (colour/white)including all fittings i.e stopcock, bottle trap,mixer etc. & cutting and making good the wall, complete in all respect.

nos 40.00

8 NS

Providing and fixing of Urinal (colour/white)including all fittings i.e stopcock, bottle trap,mixer etc. & cutting and making good the wall, complete in all respect.

nos 12.00

9 NS Providing and fixing bottle trap for wash basin ,urinal, Sink etc. in complete respect.

nos 52.00

10 NS Providing and fixing CP grating over floor traps. nos 64.00

11 NS Providing and fixing liquid soap container of approved brand and make

nos 23.00

12 NS Providing and fixing towel ring of approved make and design nos 26.00

b Providing and fixing PAPER HOLDER of approved make and design

nos 26.00

c Providing and fixing sink mixer nos 5.00

d Providing and fixing LONG BODY of approved make and design

nos 42.00

e Providing and fixing STOP COCK of approved make and design

nos 27.00

f Providing and fixing ANGLE VALVE of approved make and design

nos 88.00

99

g Providing and fixing MIRROR of approved make and design nos 23.00

h Providing and fixing health faucet of approved make and design

nos 18.00

i Providing and fixing WALL MIXER of approved make and design

NOS 18.00

13 NS

Providing and fixing PVC soil, waste and vent pipes Including all fittings, lead joints and cutting and making the walls good

A NS 150mm dia mtr 140.00 B NS 100mm dia mtr 258.00 C NS 75mm dia mtr 120.00

14 NS

Removing of wall paneling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

sqm 250.00

15 NS Providing and Laying cinder weight aerated blocks cum 30.00

16 NS

Providing and fixing frame less glass doors as per drawing and design including all fittings ,lock handle complete etc.

sqm 56.00

17 NS Providing and fixing 1.00mm thick lamination over flush Doors in required colour and make

sqm 90.00

18 NS

Providing and fixing centre hole mixer for wash basin hot & cold supply as per approved make and design

nos 40.00

19 NS APPLY pop on wall and ceiling sqm 2300.00

20 NS P/f UPVC windows of FENESTA make as per design SQM 130.00

a NS Openable sqm 86.00 b NS Fixed sqm 70.00

21 NS

Providing & installation of 1’-0” high raised floor for server area with MS Framing and removable planks as per design and drawing

sqm 18.00

100

22 NS

Providing and fixing 6mm thick wooden kaminate flooring over a cushion of foam as per approved make and design

sqm 130.00

23 NS Providing automatic sensor door at entrance of size 2400 x 2400 .the system shall be of OZONE

each 1.00

24 NS

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 minitial lead, for all leads including all lifts involved

trips 100.00

25 NS

Providing and fixing 65mm thick partitions with 48x0.55mm G.I. frame work @ 4’-0” c/c horizontal & vertical of runners,stends,channels,angles etc, from Gypboard India with additional members for skirting,electrical conduits and switch boxes,door frames, glazings etc. erected in a manner to have slots for conduits in a straight line and same level as specified.The frame work to be rigidly fixed to building ceiling, walls,floors etc. all with matching self tapping drywall screws as per Gypboard specifications.The frame work to be covered with 9mm thick WPC, MW grade pre laminated e-board panels. particle board,all complete with skirting, beading,mouldings etc. as per drawings and instructions.The exposed edges to be covered with matching tapes,and 8mm thick float glass wherever required.(on Market Rates)

NS Partitions ‘P1’ full ht. panelled (boarding upto false ceiling SQM 94.00

101

NS Partitions ‘P2’ full ht. ,solid upto 4’-3” and glazed above upto false ceiling.

SQM 89.00

26 NS

Providing and fixing vertical venation blinds luxa flax, vista leveler or equivalent of popular range and quality cloth of apporved shade in 89mm width including aluminium channel with runners and chain etc. complete in all respect as per direction of engineer in charges(The rates are inclusive of the operations fittings and material)

SQM 350.00

27 NS

Providing and fixing wall fixing wall panelling with hardwood frame work and teak faced veener on top including melamine polish as approved shade complete

SQM 162.00

Amount (B) Gross Amount

ACOUSTIC WORK-AUDITORIUM

1 NS

Providing and fixing acoustical paneling on the side walls pillars of the auditorium as shown in the drawings, using:• GI frame work of 48mm GI Studs, 0.55mm th. @ 610mm c/c . With an air-gap as per site from the wall surface. (Alternately, using 50mm x 50mm softwood members, with fire and pest retardant treatment done, at a spacing of 610 x 610mm, in both directions) • The frame work to be filled with glass wool of 50mm thick of 24 kg/m Cu. (Owens Corning/ UP Twiga) laminated with Black FRP Tissue on the outer side, and chicken wire mesh support on the rear side abutting the wall face. • The panels to be finished with 12mm MR grade commercial ply, and 1.5mm woodgrained laminate as per approval, in pattern as per detailed drawing,

sqm 32

102

specifications and as per the instructions of Engineer- in charge

2 NS

Providing and fixing wooden slatted paneling on auditorium side walls as per design, consisting of a softwood framework made of 50mm x 50mm softwood members, with fire and pest retardant treatment done, at a spacing of 610 x 610mm, in both directions, filled with 48kg density glasswool, covered with markin cloth of approved shade, finished in 100mm x 12.5mm wooden slats, placed vertically with a 12.5mm gap between adjascent slats, as shown in drawings,specifications and as per the instructions of Engineer-in-Charge

Sqm 73

3 NS

Providing and fixing acoustical Panels on the side walls above 2.1 M (Door height) height of the auditorium using: • GI frame work of 48mm GI Studs using 0.55mm thick and stud channels at 610mm x 610mm, 0.5mm thick, fixed with MS angle cleats 1220x610mm centers to wall by using metal fasteners, backed with 22 SWG x 12.5mm GI Chicken Wire Mesh with air gap a minimum of 50mm on back side, as per detailed drawing, specifications and as per the instructions of Engineer-in-Charge. • The frame work to be filled with glass wool of 50mm thick of 48 kg/m Cu. (Owens Corning/ UP Twiga) laminated with Black FRP Tissue on the outer side, and chicken wire mesh support on the rear side abuting the wall face. Finished in stretched fabric finish, using UPVC grippers (Waltract/ equivalent) fixed to 50mm x 12.5mm MDF runners.

sqm 52

103

The fabric to be fire

4 NS

Providing and fixing acoustical Paneling on the rear wall of the auditoriu using:• GI frame work at 610mm centers of 50mm x 50mm sectionS in 18 gauge fixed with MS angle cleats to wall by using metal fasteners, • Glass wool fill 50mm thick of 48 kg/m Cu. Density with a minimum of 50mm air-gap.• Finished in Fabric sound-soak panels using cloth-mounted woodwool fiber tiles, held in place with H-splines and as per the instructions of Engineer in Charge

Sqm 48

5 NS

Providing and fixing acoustical Paneling on the side walls of stage area using:• GI frame work at 610mm centers of 50mm x 50mm sectionS in 18 gauge fixed with MS angle cleats to wall by using metal fasteners, • Glass wool fill 50mm thick of 24 kg/m Cu. Density with no air-gap. • Acoustical tiles (India Gypsum “Fultone”), screwed to framework grid with non-tapping screws.• Outer finish in black emulsion paint

Sqm 31

104

NS ACOUSTIC FALSE CEILING

6 NS

Providing and fixing acoustically absorptive false ceiling consisting of compressed rockwool/ glasswool acoustical ceiling tiles of size 600 x 600mm, finished in black acoustical fleece. The tiles shall be laid on a black matt finished Galvanized T grid system comprising of main runners 3600x38x24, cross tee 1200x 28x 24mm & wall angle of 3050x24x24mm. The framework to be suitably supported from the false ceiling by means of the GI wire butterfly clips level adjusters etc. , complete as per specification, drawing and the instructions of Engineer-in-Charge.P/F Ecophon Advantage A/ Armstrong having square edge Glass-Wool acoustic ceiling in size 600 x 600 x 15mm having noise reduction coefficient of 0.90, and humidity resistance of 95% at 30*C. The weight of the system with the tile should be approx. 4 kg/m2 and the tile should have class A absorption

Sqm 200

105

7 NS

Providing and fixing Gypsum false ceiling and bulkhead, as marked in the drawings, consisting of GI perimeter channels of size 0.55mm thick (having one flange of 20mm and another flange of 30mm and a web of 27mm) along with perimeter of ceiling, screw fixed to brick wall/ partition with the help of nylon sleeves and screws, at 610mm c/c. Then suspending GI intermediate channels of size 45mm (0.9mm thick with 2 flanges of 15mm each) from the soffit at 1220mm c/c with ceiling angles of width 25mm x 10mm x 0.55mm thick fixed to soffit with GI cleats and steel expansion fasteners. Ceiling section of 0.55mm thickness having knurled web of 51.5mm and two flanges of 26mm each with lips of 10.5mm are then fixed to the intermediate channel with the help of connecting clips and in a direction perpendicular to the intermediate channel at 457mm c/c. 12.5mm tapered egge gypboard (confirming to IS2095-1996: Part-I) is then screw fixed to ceiling section with 25mm drywall screws at 230mm c/c. Screw fixing is done mechanically with drilling machine with suitable attachment. Finishing with 2 or more coats

Sqm 20

8 NS

Providing and fixing acoustical STAGE false ceiling using:• Framework in black matt finished Galvanized `T' section 32mm x 24mm x 0.45mm using Ecophon/ equivalent frame work complete with wall angle 22mm x 22mm x 0.3mm, using 4mm GI Rod with level adjusters. • 15mm thick BLACK acoustical tiles of NRC-0.70 (mineral fiber

Sqm 4

106

tiles (Armstrong/ Minwool/ Nitobo) as per specification, drawing and the instructions of Engineer-in-Charge

9 NS

Providing and fixing wooden laminated paneling on beam surfaces created as per drawings, made of 19mm thick commercial waterproof plywood, and post laminated with 1.5mm thick wood grained laminates of approved shade .

Sqm 0

10 NS

Providing and laying cut pile carpet of density 500gsm or more, over 8mm thich foam/ PU underl

Sqm 250

11 NS

Providing and fixing Teakwood slats parquet flooring over 2"x3" wooden gridwork on stage floor, filled with fine river sand and covered with 12mm thick waterproof ply as per specification, drawing and the instructions of Engineer in Charge

Sqm 32

12 NS

Providing and fixing Gypsum partition for proscenium front side panels and proscenium top, using 50 x 100mm MS tubular structure and 12.5mm thick gypsum board topping on both sides, painted as per specifications, drawing sand the instructions of Engineer-in-Charge.

Sqm 25

13 NS Laminated wooden paneling on stagefront Sqm 13

14 NS

Providing and fixing acoustical doors 75mm thick with inner and outer 1/2" layer of waterproof ply/ mdf over 50mm wooden framework filled with glasswool. Complete with requisite door frame and magnetic andrubberised door seals as per specification, drawing and as per the instructions of Engineer-in-Charge

Sqm 12

107

15 NS

p/F false ceiling Trap doors made of marine board 25mm thick with laminate and complete accessories

Sqm 5

TOTAL

FURNITURE :GROUND FLOOR S.NO. DESCRIPTION UNIT QTY RATE AMOUNT

Consisting 60mm thick aluminium extruded powder coated panel based partition of height 1200mm having provision of fabric / soft pin up board / white marker, raceways on two level for data & electrical , 25mm thick prelam pvc edge banded work top , top supported by 25mm thick laminated gable end and partition , Laminated key board tray , Laminated cpu trolley , mobile drawer unit & storages . As per Layout.

A LINEAR WORKSTATIONS (ASST. ACCOUNTS )

1 Partition W 1025 X H1200X TH 60mm Each 8

2 Partition W750X H1200X TH 60mm. (return partition ) Each 2

3 Work Top W 2050 X D 600 X TH25mm Each 4

4 Gable end W 600 X H725 X TH25mm. Each 2

5 Key Board Tray - Lam Each 4

6 CPU Trolley – Lam Each 4

7 Top Fixed drawer Unit W400 X D450 X H725mm - 2dr. + 1 f. Each 4

8 Side Storage W725 X D 450 X H750MM. Each 2

ACCOUNTS MANAGER TABLE

1

Dis Manager Table - Model No EXCLUSIVE-7 Size :-W1800 X D1730 X H750mm.

Each 1

2 Side Storage W1350 X D 450 X H750MM. Each 2

DISPACH AREA ORKSTATION

108

1 Partition W 1125 X H1200X TH 60mm Each 6

2 Partition W750X H1200X TH 60mm. (return partition ) Each 3

3 Partition W450X H1200X TH 60mm. (return partition ) Each 2

4 Partition W1500X H1200X TH 60mm. (return partition ) Each 1

5 Work Top W 1125 X D 600 X TH25mm Each 6

6 Gable end W 600 X H725 X TH25mm. Each 6

7 Key Board Tray - Lam Each 3 8 CPU Trolley – Lam Each 3

9 Top Fixed drawer Unit W400 X D450 X H725mm - 2dr. + 1 f. Each 3

10 Side Storage W700 X D 450 X H750MM. Each 3

11 Side Storage W1125 X D 450 X H750MM. Each 2

DISPACH MANAGER TABLE

1

Dis Manager Table - Model No EXCLUSIVE-7 Size :-W1650 X D1650 X H750mm.

Each 1

2 Side Storage W1125 X D 450 X H750MM. Each 2

TOTAL - 1 B CABIN TABLE DIR -1 TABLE

1

DIR. Table - Model No EXCLUSIVE-5 Size :-W2250 X D2180 X H750mm.

Each 1

2 Back Storage W1875 X D 450 X H750MM. Each 2

3 Low ht Storage W1125 X D 450 X H750MM. Each 3

JT.DIR ROOM TABLE

1

DIR. Table - Model No EXCLUSIVE- 7 Size :-W1800 X D 1650 X H750mm.

Each 3

2 Back Storage W1950 X D 450 X H750MM. Each 6

3 Low ht Storage W1125 X D 450 Each 6

109

X H750MM. DY.DIR ROOM TABLE

1

DIR. Table - Model No EXCLUSIVE- 7 Size :-W1950 X D 1700 X H750mm.

Each 4

2 Back Storage W1950 X D 450 X H750MM. Each 4

3 Low ht Storage W750 X D 450 X H750MM. Each 4

SECRETARY TABLE

1

DIR. Table - Model No NUMERO-3 Size :-W1350 X D 600 X H750mm.

Each 2

2 Back Storage W1025 X D 450 X H750MM. Each 4

RECEPTION TABLE

1

Reception Table - Model No. :- Reception 1 Size :-W2400 X D820 X H1000mm.

Each 1

2 Back Storage W1600 X D 450 X H750MM. Each 2

CONFERENCE ROOM TABLE

1

CONF. Table - Model No. :- CONFERENCE- 4 Size :-W10050X D2250X H750mm.

Each 1

2 Low ht Storage W800 X D 450 X H750MM. Each 4

3 Low ht Storage W1800 X D 450 X H750MM. Each 2

4 Low ht Storage W1200 X D 450 X H750MM. Each 2

TOTAL - 2 TOTAL - 1+2 FIRST FLOOR AREA S.NO. DESCRIPTION UNIT QTY RATE AMOUNT

A PUBLIC RELATION OFFICE(P.R.O) 1

25mm thick prelam pvc edge banded work top , top supported both end by 25mm thick laminated Gable End & 18mm.thic laminated Modesty Panl . As per dwg.

110

1 Table Size:- W2250 X D 750 X H750mm. As Per dwg. (RATE ONLY)

Each 1 0

2 Side Storage Size W900 XD450X750MM. (RATE ONLY) Each 3 0

3 Mobile drawer Unit W400 X D450 X H680mm - 2dr. + 1 f. (RATE ONLY)

Each 1 0

4 Back Storage Size W2250 XD450X750MM. (RATE ONLY) Each 1 0

5 Low ht Storage Size W1000XD450X750MM. (RATE ONLY)

Each 2 0

6 Low ht Storage Size W1050XD600X750MM. (RATE ONLY)

Each 1 0

STAFF TABLE

1 Table Size:- W1800X D 600 X H750mm. As Per dwg. (RATE ONLY)

Each 2 0

2 Low ht Storage Size W1750XD450X750MM. (RATE ONLY)

Each 2 0

3 Low ht Storage Size W1175XD450X750MM. (RATE ONLY)

Each 2 0

B REGIONAL OFFICE(R.O) 1 0

25mm thick prelam pvc edge banded work top , top supported both end by 25mm thick laminated Gable End & 18mm.thic laminated Modesty Panl . As per dwg.

1 Table Size:- W2250 X D 750 X H750mm. As Per dwg. (RATE ONLY)

Each 1 0

2 Side Storage Size W900 XD450X750MM. (RATE ONLY) Each 1 0

3 Mobile drawer Unit W400 X D450 X H680mm - 2dr. + 1 f. (RATE ONLY)

Each 1 0

4 Back Storage Size W2250 XD450X750MM. (RATE ONLY) Each 1 0

5 Low ht Storage Size W1050XD600X750MM. (RATE ONLY)

Each 1 0

STAFF TABLE

111

1 Table Size:- W1800X D 600 X H750mm. As Per dwg. (RATE ONLY)

Each 2 0

2 Low ht Storage Size W1750XD450X750MM. (RATE ONLY)

Each 2 0

3 Low ht Storage Size W1175XD450X750MM. (RATE ONLY)

Each 2 0

C COMMISSIONER 1

1

DIR. Table - Model No EXCLUSIVE-5 Size :-W2250 X D2180 X H750mm. (RATE ONLY)

Each 1 0

2 Back Storage W1800 X D 450 X H750MM. (RATE ONLY) Each 2 0

3 Low ht Storage W1125 X D 450 X H750MM. (RATE ONLY) Each 2 0

D SECRETARY TABLE 1

25mm thick prelam pvc edge banded work top , top supported both end by 25mm thick laminated Gable End & 18mm.thic laminated Modesty Panl . As per dwg.

1 Table Size:- W1950 X D 750 X H750mm. As Per dwg. (RATE ONLY)

Each 1 0

2 Side Storage Size W1200 XD450X750MM. (RATE ONLY) Each 1 0

3 Mobile drawer Unit W400 X D450 X H680mm - 2dr. + 1 f. (RATE ONLY)

Each 1 0

TOTAL - 1 - TOTAL - THIRD FLOOR AREA S.NO. DESCRIPTION RATE QTY AMOUNT A CABIN TABLE Supply & service OFFICER

1 Table - Model No EXCLUSIVE-5 Size :-W2250 X D2180 X H750mm. (RATE ONLY)

R O 1 Each

2 Back Storage W1475 X D 450 X H750MM. (RATE ONLY) R O 2 Each

A1 LINEAR WORKSTATIONS (Asst.supply & service)

112

Consisting 60mm thick aluminium extruded powder coated panel based partition of height 1200mm having provision of fabric / soft pin up board / white marker, raceways on two level for data & electrical , 25mm thick prelam pvc edge banded work top , top supported by 25mm thick laminated gable end and partition , Laminated key board tray , Laminated cpu trolley , mobile drawer unit & storages . As per Layout.

Break-Up :-

1 Partition W 1080 X H1200X TH 60mm 12500 2 25000 Each

2 Partition W 1200 X H1200X TH 60mm 12500 3 37500 Each

3 Partition W600X H1200X TH 60mm. (return partition ) 6300 1 6300 Each

4 Work Top W 1200 X D 600 X TH25mm(RATE ONLY) Each 3 0

5 Work Top W 1080 X D 600 X TH25mm(RATE ONLY) Each 2 0

6 Gable end W 600 X H725 X TH25mm. (RATE ONLY) Each 5 0

7 Key Board Tray (RATE ONLY) - Lam Each 4 0

8 CPU Trolley - Lam(RATE ONLY) Each 4 0

9 Top Fixed drawer Unit W400 X D450 X H725mm - 2dr. + 1 f. (RATE ONLY)

Each 4 0

B O.S.D. OF N.C TABLE

1

Manager Table - Model No EXCLUSIVE-7 Size :-W16500 X D 1650 X H750mm(RATE ONLY).

Each 1 0

2 M.ht Storage W1200 X D 450 X H1200MM. (RATE ONLY) Each 1 0

COMMISSIONER CABIN TABLE ONLY

1

Table - Model No EXCLUSIVE- 7 Size :-W1800 X D 1650 X H750mm(RATE ONLY).

Each 3 0

SECRETARY TABLE ONLY 0

113

1 Table - Model No NUMERO - 3 Size :-W1500 X D 1500 X H750mm. (RATE ONLY)

Each 4 0

D HON. PRESIDENT CABIN TABLE ONLY

1 Table - Model No EXCLUSIVE-8 Size :-W2400 X D 2300 X H750mm.

Each 1 0

2 Back Storage W1700 X D 450 X H750MM. (RATE ONLY) Each 2 0

TOTAL SUMMARY GROUND FLOOR AREA FIRST FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AREA

TOTAL FURNITURE COST

FIRE ALARM SYSTEM

S.NO Description of items Unit Qty Rate Amount

1

Supply, Installation, Testing & Commissioning of Intelligent addressable Manual Call Point / Pull station complete as per specification.

a Photo electric type smoke detector with mounting base,LED complete as required

EACH 40.00

b Response Indicator EACH 25.00 c Manual call point Each 10.00

2 Supply Installation, Testing & Commissioning of hooter having sund output of 90DB.

EACH 6.00

3 Supply Installation, Testing & Commissioning of 16 Zone Panel

EACH 1.00

4

4.5 kg carbon dioxide extinguisher, IS marked, with high pressure discharge tube, horn, control valve, CCE approved cylinder

EACH 15.00

114

5

5. 4 kg (ABC) type cartridge operated Fire Extinguishers 5. 4 kg (ABC) type cartridge operated Fire Extinguishers

EACH 10.00

6

Supply installation and jointing of MS conduit on surface with MS junction boxes,cover plates,MS bends,GI saddles base and other accessories

a 25mm dia SWG rm 400.00 b 25mm dia SWG rm 20.00

7 Supply and laying of 2C x 1.5sq.mm PVC insulated copper conductor wire

rm 600.00

8

Supply and installation of self illuminated Exit/Fire Exit signs(Glolite Make)mounted on ceiling/wll as per site condition

One side 11" x4" nos 4.00 Two Sided 11" x4" nos 4.00 One sided 16" x4" nos 4.00

Two sided 16" x4" nos 4.00

9

Supplying & fixing Eight passenger elevator of Otis /johnson/ Kone make or equivalent for G+ 4 floor level having min 1.5 m/s speed, standard finishes per approved model and as per directions of Engineer in charge.

each 1

115

HVAC WORKS S.no. Descriptions Qty. Unit Amount Total

PART A (AC NON VRF)

Supply of Air Conditioning Units The unit shall consist of indoor units and external condensing units & corded remote with R-22 referigerant and can work upto 52 Deg Ambient.

1 Window AC

a 1 TR 0 Nos.

b 1.5 TR 1 Nos. c 2 TR 1 Nos.

2 Ductable

a 5.5 TR//2200 CFM 1 Nos. b 11 TR /4400 CFM 3 Nos. 3 Split Ac(Logicool Model)

a 1 TR 9 Nos. b 1.5 TR 11 Nos. c 2.0 TR 10 Nos.

d 3.0 TR 2 Nos.

4 4 -Way Cassatte a 4 TR 3 Nos.

TOTAL PART A

1

Installation, testing and commissioining of Air Conditioning Units The unit shall consist of indoor units and external condensing units & corded remote.

Window AC 1.0 TR 2 Nos

1.5TR 5 Nos. 2 TR 1 Nos.

Ductable

5.5 TR//2200 CFM 1 Nos. 11 TR/4400 CFM 3 Nos.

Split Ac(Logicool Model)

1 TR 10 Nos.

116

1.5 TR 13 Nos. 2.0 TR 10 Nos.

3.0 TR 2 Nos.

4 -Way Cassatte 4 TR 3 Nos.

2

Interconnecting refrigerant pipe work with (9mm thick) closed cell elastomeric nitrile rubber tubular insulation between each set of indoor & outdoor units as per specifications & as per following sizes of manufacturers. all piping inside the room shall be properly supported with MS hanger & clamps.

a) Copper pipe for Split units 1.0 TR (12.7 / 6.35mm) 135 RMT

b) Copper pipe for Split units 1.5TR (15.8 / 6.35mm) 145 RMT

c) Copper pipe for Split units 2.0TR (15.8/6.35mm) 70 RMT

d) Copper pipe for Split units 3.0TR (18.75/9.5mm) 18 RMT

e) Copper pipe for Ductable units 5.5TR (22.2/12.7mm) 10 RMT

f) Copper pipe for Cassatte units 4.0TR (18.75/12.7mm) 24 RMT

Copper pipe for Ductable units 11.0TR (22.2/12.7mm) 75 RMT

3 Drain Piping

Drain piping complete with fittings, supports as per specifications and duly insulated with 6 mm thick closed cell nitrile rubber insulation.

a) 32 mm dia Rmt 60 b) 25 mm dia Rmt 110

4 Cable tray

Cable tray without cover 150 mm painted tray Rmt R.O

5 Control & Power Wiring

117

Providing & fixing control and Power copper cable in suitable conduits between indoor and out door unit.

a) 3C x 2.5 Sqmm RMT 265

b) 4C x 2.5 Sqmm RMT 65 c) 4C x 4.0 Sqmm RMT 35 d) Communication cable RS 485 RMT 87

6 MS Stand for ODU Unit a) For Microcool ODU 5.5 TR Nos. 4 b) For ODU UPTO 3 TR Nos. 23

c) For Cassatte ODU UPTO 4 TR Nos. 10

d) For Unit upto 2 TR NOS 9 7 AIR DISTRIBUTION WORK

Supply ,installation and Testing of SITE fabricated galvanised sheet metal ducts including elbows ,turning vanes ,neoprene /PVC fire retardant gaskets, threaded rods,supports/hangers etc.in accordance with the approved shop drawing and specifications.

a) 24 G SQMT 182 b) 22 G SQMT 40

Supply, installation ,testing and balancing of one way blow linear supply cum return air grills as per approved shop drawings and specifications. The grills shall be of approved colour and shade.

8 Powder coated aluminium grills of extruded sections with integral flanges on both sides and ends as required.

a) 1. 100/150/200 mm high SQMT 8 b) 2. Volume control dampers for above SQMT 3

c) 3. S/R Diffusser SQMT RO e) G I Duct Damper SQMT RO

9 INSULATION

a) Supply and application of internal acoustic Lining of Duct with 15 mm Thick Accofoam & Adhesive (SR-505)

SQMT 20

118

b) Supply and application of insulation "of ducting with 9mm thick Nitrile Rubber with Adhesive (SR-505) Class"O"

SQMT 175

c) Supply Installation of flexible canvas connection NO. 4

10 Taking out existing Airconditioners,servicing and reinstallling as per location

nos 10

TOTAL PART B (LOW SIDE)

Grand Total Of Part(A+B)

119

ELECTRICAL INSTALLATION WORK

SUMMARY OF PRICES

SECTIONS DESCRIPTION AMOUNT (RS.)

SECTION- A L.T. PANELS

PART - I SUPPLY PART - II INSTALLATION

SECTION- B L.T. CABLES

PART - I SUPPLY PART - II INSTALLATION

SECTION- C DB'S AND INTERNAL WIRING WORK

PART - I DSR ITEM 2895494.00 % above/below TOTAL DSR ITEM

PART - II MARKET RATE ITEM SECTION- D EARTHING & MISCELLANEOUS ITEMS

SECTION- E PUBLIC ADDRESS SYSTEM

SECTION- F AUTOMATIC FIRE ALARM AND DETECTION SYSTEM

SECTION- G LIGHTNING PROTECTION SYSTEM

TOTAL DISCOUNT IF ANY @…………….. GRAND TOTAL

Signature of Tenderer

120

SECTION - A : LT PANELS

PART I: SUPPLY

S.No. Description Unit Qty. Rate Amount

1.0 L.T. PANELS : 1.1 Supply of the following cubical type

panels made of 14 guage CRCA structure, base channel, complete with, moulded case circuit breakers, meters, indicating lamps, current transformer etc. Complete in all respects, insulated bus bars with heat shrinkable PVC sleeve in suitable bus chambers, interconnection, small wiring, name plate, danger plat, earth bus etc. & comprising of compartments with hinged door for each feeder & its accesories, cable alley with hinged doors, bus chamber with bolted door etc. The panel being of dust & vermin proof construction with rubber gasket attractively powder coating etc. The panel shall be free standing type/ wall mounted type as per relavant drawing and comprising with the following.

Note:- 1) All MCCB's shall be with Extended

type Front door operating handle, Phase Spreaders & Phase Barriers.

2) Metering CTs burden shall be 15VA & accuracy class 1.0.

3) CTs shall be "CAST RESIN" type . 4) MCCB's upto 250A shall be with

Adjustable thermal-magnetic and above 250A Microprocessor based release.

5) All indication lights shall be LED typ 6) All meter shall be "DIGITAL" type. 7) Breaking Capacity of all MCCB's are

Ics Service Breaking Capacity

8) Degree of Protection for panels shall be IP:52

121

9) Panel Manufacturer should have Type Test Certificates for Short Time withstand current test of 35KA for 1.0 Sec from CPRI.

10) Capacitor Banks shall be Heavy Duty type equal to MPP - HD.

11) Control SP MCB's of 2A Rating shall be provided for each metering circuit.

A) GF AC & MLDB Set 1 a) INCOMING : i) 1No 200 A TP MCCB (25kA)

b) BUS BAR : i) One set of 200 A TPN Alu. Bus Bar

with PVC Sleeve in sealed M.S Painted Bus Chamber.

c) METERING & INDICATIONS i) One set of R/Y/B phase indication

Lamp & MCB.

ii) 1 No Digital Ammeter with in-built selector switch and CTs.

iii) 1 No. Digital Voltmeter with in-built selector switch and CTs.

d) OUTGOING : i) 1 Nos 80A, TP MCCB (25kA) ii) 6 Nos 63A, 4P MCB (10kA) iii) 4 Nos 40A, 4P MCB (10kA) iv) 3 Nos 32A, 4P MCB (10kA) v) 1 Nos 25A, 4P MCB (10kA) e) 1No 40 x 6 mm. G.I. Earth Bus

across the width of the panel.

B) FF AC & MLDB Set 1 a) INCOMING : i) 1No 125 A TP MCCB (25kA)

b) BUS BAR : i) One set of 150 A TPN Alu. Bus Bar

with PVC Sleeve in sealed M.S Painted Bus Chamber.

c) METERING & INDICATIONS i) One set of R/Y/B phase indication

Lamp & MCB.

ii) 1 No Digital Ammeter with in-built selector switch and CTs.

iii) 1 No. Digital Voltmeter with in-built selector switch and CTs.

d) OUTGOING : i) 6 Nos 63A, 4P MCB (10kA) ii) 3 Nos 40A, 4P MCB (10kA)

122

e) 1No 25 x 6 mm. G.I. Earth Bus across the width of the panel.

C) SF AC & MLDB Set 1 a) INCOMING : i) 1No 125 A TP MCCB (25kA)

b) BUS BAR : i) One set of 150 A TPN Alu. Bus Bar

with PVC Sleeve in sealed M.S Painted Bus Chamber.

c) METERING & INDICATIONS i) One set of R/Y/B phase indication

Lamp & MCB.

ii) 1 No Digital Ammeter with in-built selector switch and CTs.

iii) 1 No. Digital Voltmeter with in-built selector switch and CTs.

d) OUTGOING : i) 2 Nos 63A, TP MCCB (25kA) ii) 3 Nos 63A, 4P MCB (10kA) iii) 1 Nos 40A, 4P MCB (10kA) iv) 4 Nos 25A, 4P MCB (10kA) e) 1No 25 x 6 mm. G.I. Earth Bus

across the width of the panel.

D) TF AC & MLDB Set 1 a) INCOMING : i) 1No 125 A TP MCCB (25kA)

b) BUS BAR : i) One set of 150 A TPN Alu. Bus Bar

with PVC Sleeve in sealed M.S Painted Bus Chamber.

c) METERING & INDICATIONS i) One set of R/Y/B phase indication

Lamp & MCB.

ii) 1 No Digital Ammeter with in-built selector switch and CTs.

iii) 1 No. Digital Voltmeter with in-built selector switch and CTs.

d) OUTGOING : i) 6 Nos 63A, 4P MCB (10kA) ii) 3 Nos 40A, 4P MCB (10kA) e) 1No 25 x 6 mm. G.I. Earth Bus

across the width of the panel.

E) MUPSDB Set 1 a) INCOMING : i) 1 No. 80A, TP MCCB (25kA)

b) BUS BAR :

123

i) One set of 100A TPN Copper Bus Bar with PVC Sleeve in sealed M.S. Painted Bus Chamber. Cross section of Neutral Bus Bar shall be double the cross section of phase.

c) METERING & INDICATIONS i) One set of R/Y/B phase indication

Lamp & MCB.

ii) 1 No Digital Ammeter with in-built selector switch and CTs.

iii) 1 No. Digital Voltmeter with in-built selector switch and CTs.

d) OUTGOING : i) 2 No. 63A FP MCB (10kA) ii) 3 No. 40A FP MCB (10kA) e) 25 x 6mm. Al. Earth Bus across the

width of the panel.

TOTAL OF SECTION- 'A' RS.

SECTION - A : L.T. PANELS PART II:INSTALLATION

S.No. Description Unit Qty. Rate Amount1.0 L.T PANELS: 1.1 Receiving, storing, handling, loading &

unloading, hoisting, erecting, including checking of all interconnections, small wiring, testing & commissioning of panels as per item 1 of Part- I and as per Standard Specifications.

A) GF AC & MLDB set 1

B) FF AC & MLDB set 1 C) SF AC & MLDB set 1

D) TF AC & MLDB set 1 E) MUPSDB set 1

TOTAL OF SECTION- 'A' RS.

124

SECTION - B : L.T. CABLES PART - I : SUPPLY S.No. Description Unit Qty. Rate Amount 1.0 L.T. CABLES 1.1 Supply of the following 1100 Volts Alu/ Cu.

Conductor, PVC insulated PVC sheathed, steel armoured/ unarmoured or XLPE cables as per IS-1554/ 7098 Part- I and as per stanard specification

A) ALUMINIUM CABLE (ARMOURED) a) 4 core 70 sq.mm XLPE RM 50 b) 4 core 50 sq.mm XLPE RM 180 B) COPPER CABLES (ARMOURED) a) 4 core 10 sq. mm. XLPE RM 405 b) 4 core 6 sq. mm. XLPE RM 700 c) 4 core 4 sq. mm. XLPE RM 300 TOTAL OF SECTION -B (PART-I) SECTION - B : L.T. CABLES PART - II : INSTALLATION S.No. Description Unit Qty. Rate Amount 1.0 INSTALLATION OF CABLES 1.1 Laying and fixing of one number PVC

insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.(DSR 2014)

1.2 Upto 35sq.mm (clamped with 1mm thick saddle)

RM 1405

1.3 Above 35sq.mm and up to 95sq.mm (clamped with 25x3mm MS flat clamp)

RM 230

2.0 CABLE END TERMINATIONS: 2.1 Supply & provide cable end terminations for

following Aluminium/Copper conductor cables using crimping sockets, brass Double compression glands, etc, as required.

A) ALUMINIUM CABLE (ARMOURED) a) 4 core 70 sq.mm XLPE Nos 2 b) 4 core 50 sq.mm XLPE Nos 6 B) COPPER CABLES (ARMOURED) a) 4 core 10 sq. mm. XLPE Nos 22 b) 4 core 6 sq. mm. XLPE Nos 38 c) 4 core 4 sq. mm. XLPE Nos 14 TOTAL OF SECTION -B (PART-II)

125

SECTION- C PART-1 DSR 2014 ITEM S.No.

Code No.

DESCRIPTION Unit Qty. DSR Rate

Amount

1.0 POINT WIRING 1.10 Wiring for light point/ fan point/ exhaust fan

point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm.FRLS PVC insulated copper conductor single core cable etc as required.

1.10.3 GROUP –C Point 688 718 493984 2.0 1.11 Wiring for twin control light point with 1.5

sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

Point 16 770 12320

3.0 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Meter

2775 162 449550

4.0 1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Meter

1388 275 381700

5.0 1.14 Wiring for circuit/ submain wiring alongwith earh wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter

1900 131 248900

1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter

1050 162 170100

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter

500 221 110500

1.14.5 2X10 sq. mm + 1X10 sq. mm earth wire Meter

15 327 4905

1.14.7 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire Mete 950 210 199500

126

r 6.0 1.18 Supplying and drawing following pair, 0.5

mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.

1.18.2 2 pair Meter

2900 18 52200

7.0 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Meter

500 28 14000

8.0 1.21 Supplying and fixing of following sizes of

medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

1.21.1 20 mm Mete

r 1800 53 95400

1.21.2 25 mm Mete

r 1800 65 117000

1.21.3 32 mm Mete

r 100 85 8500

1.21.4 40 mm Mete

r 80 110 8800

9.0 Supplying and fixing following modular

switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

1.24.1 5/6 Amps switch Each 46 81 3726 1.24.4 3pin 5/6 Amps socket outlet Each 95 79 7505 1.24.6 Telephone socket outlet Each 75 95 7125 1.24.7 TV antenna socket outlet Each 11 94 1034

127

10.0 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

Each 85 284 24140

11.0 1.27 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.

1.27.1 1 or 2 Module (75mmX75mm)(Telephone/T.V/Data)

Each 160 166 26560

1.27.4 6 Module (200mmX75mm)(2Nos.6A Socket UPS)

Each 43 248 10664

1.27.4 8 Module (125mmX125mm)(3Nos.6A Socket UPS)

Each 3 287 861

12.0 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).

Each 110 303 33330

13.0 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.

Each 143 395 56485

14.0 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required.

Each 1 61 61

15.0 1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required

Each 580 91 52780

16.0 1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Each 85 95 8075

17.0 10.18 Civil

Providing and fixing circular / Hexagonal cast iron or M.S Sheet Box for ceiling fan clamp of internal dia 140 mm , 73 mm height top lid of 1.5 mm thick M.S Sheet

Each 85 138 11730

128

with its top surface hacked for proper bonding , top lid shall be screwed into the cast iron / M.S sheet box by means of 3.3 mm dia round headed screws , one lock at the corners clamp shall be made of 12 mm dia M.S bar bent to shape as per standard drawing

18.0 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.

Each

i) 1.50.1 Upto 450 mm sweep 32 204 6528 19.0 1.51 Extra for fixing the louvers/ shutters

complete with frame for a exhaust fan of all sizes.

Each 32 90 2880

20.0 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface / recessed steel/ PVC conduit as required.

Metre

2850 33 94050

21.0 2.4 Supplying and fixing following way,horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.4.4 4 way (4 + 12), Double door Each 10 2175 21750 2.4.5 6 way (4 + 18), Double door Each 9 2636 23724 2.4.6 8 way (4 + 24), Double door Each 6 3148 18888 22.0 2.1 Supplying and fixing 5 amps to 32 amps

rating, 240/415 volts, 'C' curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a) 2.10.1 Single Pole Each 340 169 57460 23.0 2.11 Supplying and fixing single pole blanking

plate in the existing MCB DB complete etc. as required.

Each 80 7 560

24.0 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.15.2 40 amps Each 12 2123 25476 2.15.3 63 amps Each 13 2294 29822

129

25.0 2.18 Supplying and fixing 20amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 amps 'C' curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Each 1 954 954

26.0 2.19 Supplying and fixing 20amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top along with 20 amps 'C' curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Each 1 1967 1967

TOTAL OF SECTION -C PART-1 2895494 SECTION- C PART-2 MARKET RATE

ITEM

27.0 Supply and fixing following Data /Lan modular socket on the existing modular plate including connections but excluding modular plate etc. as required.

a) RJ - 45 Socket. Each 74 28.0 Supply and fixing of the following

Telephone Tag Block made out of M.S sheets of 18 SWG thickness properly welded complete with all accessories such as Tag block, connector (KRONE make), mounting strips, tapped holes, fixing bolts, approved shad of paint after primer as per specifications.

a) 10 Pair Nos. 1 b) 20 Pair Nos. 1 c) 50 Pair Nos. 1 d) 100 Pair Nos. 1

130

29.0 TELEPHONE CABLES 29.1 Supplying, wiring and connecting

following pairs 0.6mm dia twin core tinned copper conductor PVC insulated and sheathed Unarmoured telephone cables in existing conduits.

a) 20 pair cable RM 50 MR b) 10 pair cable RM 120 MR 30.0 Same as 36.1 but 10 pair telephone

cable of jelly filled Armoured cable. in existing pipe.

RM 40 MR

31.0 PATCH PANEL 31.1 Supply, receiving, storing, fixing, testing

and commissioning of 24 port equipped panel for Data socket, CAT 6 cable (UTP 24 x RJ45 connectors equipped panel-8 contacts).

Set 2 MR

32.0 WIRING FOR CCTV 32.1 Supply,wiring & connection RG-6 Co-

axial cable + 2 x1.5 sq. mm, FRLS PVC insulated Cu. Wiring cable for CCTV in existing conduits.

RM 225 MR

LUMINAIRES AND FIXTURES 33.0 Supply of the following luminaires

comprising of basic channel, holder, (as mentioned in BOQ) starter, condenser, control gear box complete with decorative attachments, lamps etc. as per specification and as per catalogue number giving below

a) Recessed down 15W LED light fixture

Philips Cat No. DN192B LED9S-6500 PSU WH.

Nos. 329 MR

b) Recess 39W LED light fixtures .Philips

Cat No.RC 140B LED 29S -6500 PSE WH.

Nos. 157 MR

c) Surface/Wall mounted 1 x 20W TLED Tube . Philips Cat No. TMC 501 TLED 1x20W 165D.

Nos. 35 MR

131

d) Surface mounted 2 x 20W TLED Tube . Philips Cat No. TMC 501 TLED 2x20W 165D..

Nos. 6 MR

e) Ceiling / Wall mounted LED light fixture .Philips Cat No. BN550 WLED 12-6500.

Nos. 53 MR

34.0 SUPPLY OF CEILING/ PROPELLER TYPE EXHAUST FANS (WITH GRAVITY LOUVERS & BIRD SCREEN)

a) 1200 mm sweep Ceiling Fan Each 85 MR b) 380 mm dia 900 rpm exhaust fan. Each 3 MR 35.0 Airconditioning Sockets for Out door

Units

a) Supply, installation, testing & commissioning of 20A DP moulded socket (IP 67) with Plug & 20 A DP MCB in suitable insulated moulded box .

Each 27 MR

b) Supply, installation, testing & commissioning of 32A DP moulded socket (IP 67) with Plug & 32 A DP MCB in suitable insulated moulded box .

Each 12 MR

c) Supply, installation, testing & commissioning of 20A 5 Pin TP moulded socket (IP67) with Plug & 20 A 4P MCB in suitable insulated moulded box .

Each 4 MR

d) Supply, installation, testing & commissioning of 32A 5 Pin TP moulded socket (IP67) with Plug & 32 A 4P MCB in suitable insulated moulded box .

Each 4 MR

e) Supply, installation, testing & commissioning of 63A 5 Pin TP moulded socket (IP67) with Plug & 63 A 4P MCB in suitable insulated moulded box .

Each 3 MR

TOTAL OF SECTION- C PART-2 Rs. TOTAL OF SECTION-C PART-1 &

PART- 2 Rs.

132

SECTION - D: EARTHING & MISCELLANEOUS ITEMS S.No. Description Unit Qty. Rate Amount 1.0 TAPES/WIRES Supplying, receiving, laying, fixing, jointing,

and terminating of the following tapes / wires in masonry treches / on walls / on cable tray / along the cable with suitable G.I. / Copper Clamps, screws etc. The wire shall be terminated with proper sockets, washers, bolts & nuts. All joints shall be rigid using double rivites :

a) 25 x 6 mm CU Tape with PVC sleeve RM 10 b) 25 x 6 mm GI Tape RM 50 f) 10 sq. mm Cu. Flex. Cable wiring (PVC

Insulated) RM 50

g) 6 sq. mm Cu. Flex. Cable wiring (PVC Insulated)

RM 200

h) 4 sq. mm Cu. Flex. Cable wiring (PVC Insulated)

RM 500

i) 2.5 sq. mm Cu. Flex. Cable wiring (PVC Insulated)

RM 500

j) 1.5 sq. mm Cu. Flex. Cable wiring (PVC Insulated)

RM 100

k) 8 SWG GI wire RM 1000 2.0 EARTH STATIONS: 2.1 Providing and fix following earth station as per

IS 3043-1987, with watering pipe, GI funnels masonry chamber with CI cover(heavy duty), Including excavation and refilling of pit, supplying and fixing of charcoal salt & sand, identification of pit as

Note :-earth station chamber size 450 x450 mm & 40 mm dia GI pipe shall be used for watering

a) Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR 2014)

Nos. 1

b) 80 mm dia & 6.0 M long G.I. Pipe Earth Station (for panels grid earthing)

Nos. 6

c) Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as

Nos. 2

133

required.(DSR 2014)

3.0 MAINTENANCE FREE EARTHING 3.1 Supply, Installation, Testing & Commissioning

of long life Maintenance Free Electrolytic Earthing System with 20 year service warranty (UL listed). The Electrode shall be of flat inside pipe technology with 3.0M Long, 2 Nos of 32 x 4 mm Copper flat in 60mm dia & minimum 4.0 mm wall thickness GI Pipe, which does not require manual addition of water. The system should be with 60 kg environment friendly mineral filling compound for lowering resistance. The earth station shall be with Suitable Poly-plastic Pit Cover with lockable arrangement. The earth electroded shoud have CPRI approval & capable of bearing fault current of 25kA. (for UPS)

Nos 1

3.2 Supply, Installation, Testing & Commissioning of long life Maintenance Free Electrolytic Earthing System with 20 year service warranty (UL listed). The Electrode shall be of flat inside pipe technology with 3.0M Long, of 40 x 6 mm GI. flat in 60mm dia & minimum 4.0 mm wall thickness GI Pipe, which does not require manual addition of water. The system should be with 60 kg environment friendly mineral filling compound for lowering resistance. The earth station shall be with Suitable Poly-plastic Pit Cover with lockable arrangement. The earth electroded shoud have CPRI approval & capable of bearing fault current of 50kA. (for EPABX)

Nos 1

4.0 CABLE RACK 4.1 Supply, fabricated and fix cable rack with MS

channels, angles, plates, etc. as per design including anchor bolts/dash fasterners/bolts/nult etc. as required complete with painting with one coat of primer and two coats of synthetic enamel paint as per app

Ton 1

5.0 CABLE TRAY 5.1 Supplying and installing following size of

perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S.

134

suspenders including bolts & nuts, painting suspenders etc as required. (DSR 2014)

i) 100 mm width X 50 mm depth X 1.6 mm thickness

RM 20

ii) 150 mm width X 50 mm depth X 1.6 mm thickness

RM 20

iii) 200 mm width X 50 mm depth X 1.6 mm thickness

RM 50

iv) 300 mm width X 50 mm depth X 1.6 mm

thickness RM 20

v) 375 mm width X 50 mm depth X 2.0 mm

thickness RM 10

vi) 450 mm width X 50 mm depth X 2.0 mm thickness

RM 10

6.0 MS TRUNKING FOR COMMUNICATION

CABLES

6.1 Supply & fixing of 16 SWG Single / Double compartment MS powdercoated Trunking of following sizes with openable covers at regular intervals along with necessory cable support system & hanging arrangement including dash fastners etc.complete in all respects including earthing of Trunking with 4.0 sq. mm PVC insulated wires.

a) 50 x 200 x 50 mm Single compartment MS

Trunking RM 50

b) 50 x 150 x 50 mm Single compartment MS

Trunking RM 50

c) 50 x 100 x 50 mm Single compartment MS

Trunking RM 20

7.0 DANGER BOARD/SHOCK RESTRORATION CHART ETC.

7.1 Supply and fix Danger Board indicating the voltage.

a) 440V Danger Board Nos. 1 7.2 Supply of First Aid Box Set 1

135

8.0 Supply & fixing of following fire extinguishers complete with high pressure control value, rubber braided discharge hose. Body of fire extinguishers should be CCE approved with IS: 2878 marking. The valve shall confirm to IS: 3224.

a) 9 LITRES CO2 Fire Extinguishers. Nos. 1 b) 10 KG DCP Fire Extinguishers. Nos. 1 TOTAL OF SECTION - 'D' RS.

136

S.No. Description Unit Qty. Rate Amount 1.0 Supply installation testing and

commissioning of Voice Evacuation System capable to supervision of all the speaker circuits, with required suitable amplifiers for 65 nos of speakers with minimum 6 Zone control and accessories required to complete the system.

Nos. 1

2.0 Supply, fixing, testing & commissioning of

Bosch make false ceiling 6W speaker with power output adustment (Bosch Cat. No-LBD0606)

Nos. 65

3.0 Supply installation testing and

commissioning of 70db-84db Ceiling or Wall Mounted round Hooter Cum Speakers with multiple taping complete as required (Bosch Cat. No-LBD3902)

Nos. 1

4.0 Supply installation testing and

commissioning of 15 watt Wall / column Mounted Horn Hooter Cum Speakers as required (Bosch Cat. No- LBC 3470/00)

Nos. 6

5.0 Supply, fixing, testing & commissioning of

the group volume control switch in suitable concealed box.

Nos. 3

6.0 Same as item 5.0 but volume control

switch for single speaker Nos. 3

7.0 Supply, wiring, testing & commissioning

of 2 core 30 / 0.25mm (1.5sq.mm), twin twisted PVC copper conductor, ATC speaker wiring cable in existing conduit.

RM 1080

8.0 Supplying and fixing of following sizes of

medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.(DSR 2014)

a) 25 mm conduit RM 900 TOTAL OF SECTION- E RS.

137

SECTION - F : AUTOMATIC FIRE ALARM AND DETECTION SYSTEM S.No. Description Unit Qty. Rate Amount 1.0 AUTOMATIC FIRE ALARM AND

DETECTION SYSTEM

The work shall comprise of design, supply,

erection, testing and commissioning of the entire system as per specification and drawings and comprising of smoke detectors heat detectors, photocell detectors, control panels, manual call points, hooters etc. including, fixing, accessories, cabling, fixing and mounting arrangement of components and equipment, making holes in wall/ ceilings for passages of cables & making good the same, proper saddles for fixing of cables as required to complete the job in first class workman like manner

1.2 DETECTORS & HOOTERS a) SMOKE DETECTORS Optical type smoke detector complete with

mounting base LED indicator etc., as per specifications.

Nos. 178

b) HEAT DETECTORS Rate of rise cum fixed temperature heat

detectors with LED lamps base etc. as per specifications

Nos. 5

c) RESPONSE INDICATORS Red Led response indicators with MS

housing and anodized Alu. cover etc. as per specifications

Nos. 117

d) MANUAL CALL POINTS Manual break glass type call points switch

cast aluminium housing, telephone socket, hammer and chain as per specifications.

Nos. 8

138

e) ELECTRONIC HOOTERS Providing, fixing, testing and commissioning

of dual tone electronic wailing tone fire alarm sounder having Philips 4" round/8 ohms speaker & oscillator amplifier, all housed in 16swg CRCA sheet metallic box, with suitable 19mm/16swg metallic conduit top and back entry knokout arrangement.

Nos. 8

2.0 FIRE ALARM MAIN PANEL Providing, fixing, testing and commissioning

of main control panel of 10 zones as per IS-2189 with battery and charger. Each and every zone should have of visual indication like isolation, fire open circuit in detector, circuit fire alarm acknowledge fault alarm acknowledge, the main panel should be housed in 16swg CRCA sheet enclouser with front door having lock and key. Each and every zone should have the following switches Isolation, fire test, open circuit test, short circuit test, fire alarm acknowledge fault alarm acknowledge alarm test, the power supply should be heavy duty with suitable size battery charger with 12 hours backup Dry maintenance free battery. The panel will have AC switch, AC/DC fuse, indication, Battery low indication. The panels shall have a facility of tripping of AC units.

Nos. 1

3.0 Fire Exit sign board with 11W CFL lamp with

fixing/hanging arrangement including wiring & termination (as per sample approved)

Nos. 8

4.0 Supplying and fixing of following sizes of

steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. (DSR 2014)

a) 20 mm dia RM 1500 b) 25 mm dia RM 200

139

5.0 Supplying,fixing, testing & commissioning & terminating of following Cu Conductor, 1100V FRLS, PVC insulated wire in existing PVC Conduits/raceway/tray for Fire Alarm Systems

a) 2 x 1.5 sq. mm RM 1500 b) 4 x 1.5 sq. mm RM 300 6.0 Supplying, fixing and terminating of 4 core

1.5 sq.mm Cu. conductor PVC insulated, PVC sheathed arm. control cable in existing Conduit.

RM 50

TOTAL OF SECTION - F SECTION- G : LIGHTNING PROTECTION SYSTEM S.No. Description Unit Qty. Rate Amount 1.0 Lightning Arrestor : 1.1 Supply ,Installation, testing and

commissioning of High pulsar voltage OPR 30 Early streamer emmission (ESE) Advance Lightning Protection system with 4 meter high Pulsar 30 having 63 meter protection radius IN LEVEL 2 complies with NFC-17-102 standards. The Airterminal should be capable to collect the ambient electric field and should emit the upward streamer with the defined Gain in time. The installation should be strictly followed as per manufacturers instructions. The system should include the following items complete in all respects.

Set 1

(Model -OPR 30 ,Make : ABB) 2.0 GI MAST 2.1 GI mast for mounting the terminal & adaptor

to mount the OPR 30 with suitable base plate, should have provision for Guy wire clamping system, termination arrangement for the Down- Conductor.

Set 1

140

3.0 Down Conductor 3.1 Down conductor of 70 sq.mm single core

insulated flexible Copper cable with necessary accessories, etc OR Copper strip of size 25 X 3mm down conductor of suitable length as per building height with suitable mounting accessorries and mounted on Insulators.

RM 60

4.0 Lightning Counter 4.1 Lightning Flash counter working electro

mechanically without any power supply. Equipment should count lightning strokes of 0.4KA to 150 KA.(8/20 micro second waveform) tested as per IEC 60-1:1989

Nos. 1

5.0 Maintenance free Chemical Earthing

5.1 Supply, installation, testing &

commissioning of maintenance free chemical earth pit set consisting of 1.2M long 16 mm dia 250 Micron Cu-coated MS rod(2 nos) connected together with clamps alongwith 10 Kg of ground enhancing chemical GRIC compound (without use of charcoal, salt or another combine). It should be capable of reducing soil resistivity by atleast 50%. The earth pit shall be covered with Polyplastic heavy duty cover.

Set 1

TOTAL OF SECTION - G RS.

141

Quotation Performa

SUMMARY FOR MODERNIZATION OF BHARAT SCOUTS AND GU

S.NO DETAILS OF WORK CIVIL WORKS

%(+/-)

1. SCHEDULE ITEMS Page no. 92

2. NON SCHEDULE ITEMS Page no. 97-101

3. AUDITORIUM ACOUSTICS Page no. 101-107

4. FURNITURE Page no. 107-113

5. ELECTRICAL Page no. 119

6. BOUNDARY WALL Page no. 93-97

7. FIRE ALARM SYSTEM Page no. 113-114

8. HVAC WORKS Page no. 115-118

GRAND TOTAL

(InWords…………………………………………………………………………………………………………

……………………………………………….)

Signature of Bidder Name: Address:

142

STATEMENT OF REQUIRED ACOMMODATION

OFFICER'S

DEPTS FACILITIES REQD.

COMM. Dir Jt.Dir Dy.Dir Sr. Jr. LOCKER CABINETS .

G.F - 1 3 4 ACCTS. 1 4 DAK/CORRESPONDENCE

- -

- - DISPACH 1 2 UPS & SERVER ROOM

- -

- - PRE CONFRENCE

RECORD ROOM & CABINETS

- -

- - CONFRENCE ( CAP = 55 )

RECEPTION & WAITING

F.F 1 -

- - R.O 1 2 SUITS-6 Nos.

P.R.O 1 2 DORMITORY

S.F - - - - AUDITORIUM HALL ( CAP = 198 )

SUITS-2 Nos.

DORMITORY (G) CAP =32.

LOUNGE

T.F V.P – 1 - S.S 1 4 DISPLAY SHOW CASES

NATNL -1 - - - O.S.D OF N.C

COMMNR -2

-

- CABINETS

HON.PRSDNT-1

SUIT FOR N.C

CANTEEN CAP = 60 seats

Total 6 1 3 4 5 14

143

Existing SITE PLAN

144

145

146