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TENDER DOCUMENT

CONSTRUCTION OF HEAD OFFICE BUILDING FOR GURGAON GRAMIN BANK

AT SECTOR-44, GURGAON

TECHNICAL BID

VOLUME –I

SECTION-1: INSTRUCTION TO TENDERERS SECTION-2: GENERAL CONDITIONS OF CONTRACT

SECTION-3: SPECIAL CONDITIONS OF CONTRACT SECTION-4: RITES SAFETY CODE

SECTION-5: RITES CONTRACT LABOUR REGULATIONS SECTION-6: RITES MODEL RULES FOR HEALTH & SANITARY

FOR LABOURERS EMPLOYED BY CONTRACTOR

PACKAGE-I

TENDER NO: RITES/CP/TC/GGB/ GURGAON/BLDG /2007

RITES LTD (A GOVT. OF INDIA ENTERPRISE)

RITES BHAWAN, PLOT NO. 1, CP DIVISION, 3RD FLOOR, LEFT WING SECTOR-29, GURGAON-122001, INDIA.

Tel - (0124) - 2571666, Fax- (0124) -2571660

Gurgaon Gramin Bank Head Office : Gurgaon

Bank for the Masses

RITES LTD

(A Govt. of India Enterprise) RITES BHAWAN, PLOT-1, Sector-29, Gurgaon -122001 (Haryana)

Tender No. RITES/CP/TC/GGB/GURGAON/ BLDG/2007

1. Open Tenders in sealed packets system are invited by General Manager (CP), RITES Ltd. for

and on behalf of the GURGAON GRAMIN BANK from experienced, technically and financially sound reputed Contractors registered with CPWD/MES/ Railways/P&T/State Govt. Deptt./ Working Contractors of RITES Ltd for the work detailed below:-

i) Name of Work Construction of Head Office Building for Gurgaon

Gramin Bank at sector-44, Gurgaon.

ii) Estimated Cost Rs 5.56 Crores iii) EMD Rs. 11,12,000.00 iv) Completion Period 12 Months. v) Sale of Tender From 31.01.2007 to 20.02.2007 vi) Date & Time of submission

of tender. 21.02.2007 up to 14.00 Hrs.

vii) Date & Time of Opening of tender.

21.02.2007 at 14.30 hrs.

Note: - The approximate cost referred above includes the cost of all materials such as cement, steel etc., which will be arranged by the contractor himself.

2. To qualify for the award of the contract the firm or tenderer should be a profit making firm and

should not have made losses in the last 2 financial years or any 3 out of last 5 financial years and the tenderer should fulfil the following qualification requirements during any of the last five financial years in addition to the other qualification requirements given in the tender documents:-

TABLE - I Item No.

Qualification requirement Minimum Value (In Rs)

i) Annual Financial Turnover Rs. 5.56 Crores ii) Work Experience

One work completed of similar nature during last seven years Or Two works completed of similar nature

Rs. 3.13 Crores Rs. 2.08 Crores each

3. Tender Documents may be purchased from Dy. General Manager (Tender Cell ), RITES

Bhawan, Plot-1, Sector-29, IIIrd Floor, Left Wing,Gurgaon-122001( Haryana )-Telephone No- 0124-2818353/349/376 on any working day (except Saturday, Sunday & Public holidays between 1100 hrs and 1600 hrs on payment of a non-refundable fee of Rs.5000/-(Rupees Five thousand only ) in the form of Crossed Demand Draft or Pay order or Managers Cheque of any Indian Scheduled Bank only, in favour of RITES Ltd and payable at New Delhi or Gurgaon. Tender Documents requested by mail will be dispatched by Speed Post/ Courier/Registered Post on payment of an extra amount of Rs. 1000/- (Rupees one

thousand only). RITES Ltd. will not be held responsible for the delay, if any, in the delivery of the documents or non receipt of the same.

4. Tenders shall remain valid and open for a period of 4 months from the date of opening of

Technical bid. The tenders submitted by the tenderers who do not meet the Qualification Requirements stipulated in the Tender Documents or who offer Price Bids or rates which are valid and open for acceptance for a period less than 4 months from the date of opening of tender will be rejected. Earnest Money of the tenders containing the above mentioned restricted validity of Price Bids or rates is liable to be forfeited. The tenders not accompanied with Earnest Money Deposit in a separate envelope alongwith packet-1 as described in Instructions to Tenderers shall not be opened and shall be rejected.

5. Issue of Tender Documents to the tenderer will not automatically mean that the tenderer is

qualified for the Award of the Contract. The tenderers will be required to further fulfil the Qualification Criteria given in the Tender Documents before being considered eligible for the award of contract. No Condition / Deviation which is either additional or in modification of the tender conditions shall be included in the bid submitted by the tenderer. If the bid contains any such conditions or deviations from the tender conditions the tender will be rejected.

6. Tenders duly completed in all respects alongwith the requisite amount of Earnest Money in the

form of Demand Draft, Pay Order, Bankers/Managers Cheque /FDR shall be received upto 1400 hrs. on the date of opening as given above and will be opened at 14.30 hrs on the same date in the presence of the tenderers or their authorised representatives, who choose to be present in the office of Dy. General Manager (Tender Cell), RITES BHAWAN, Plot-1, Sector-29, IIIrd Floor, Left Wing,Gurgaon-122001( Haryana ).

7. In case of any discrepancies, the provisions of this Tender Notice shall take precedence over all

other bidding documents. 8. The tender documents are not transferable. The Contractors are required to put the tender in the

Tender Box personally or through their authorized representative. However, Tenders in sealed condition shall also be received by post/courier , provided that the bid ( tenders ) is received/ delivered before the stipulated date and time (as per tender conditions) in Tender Cell, RITES Bhawan , No-1 , Sector-29 , IIIrd floor , Left Wing , Gurgaon-122001 ( Haryana ) . RITES Ltd. shall not be held responsible for the delay in delivery of the bid in the above office or in case of non-receipt of the bid.

9. The Sealed envelopes shall be superscribed by the Tender Number and name of work. 10. Purchase preference shall be considered as per prevailing Govt. Rules. 11. RITES Ltd. does not bind itself to accept lowest or any other tender and reserves the right to

reject lowest or any other tender or all the tenders and accept any tender either in the whole or in part or split up the work between more than one tenderer without assigning any reason whatsoever and the tenderer shall be bound to execute the same at the quoted rates.

12. In case the date of opening of the tender as mentioned above is declared to be a holiday, the

tenders shall be received and opened on the next working day at the same time and venue.

GENERAL MANAGER (CP)/RITES LTD. For and on behalf of GURGAON GRAMIN BANK

CHECK LIST

Sub: -Construction of Head Office Building for Gurgaon Gramin Bank at sector-44, Gurgaon. The contractor is required to fill this Check List himself and annex the certificates as per the annexure filled in this Check List.

Sl.No.

Particulars and Clause reference Submitted/ not submitted

Placed at annexure No.

Remarks if any

1. i) Earnest money in proper form as per clause 5.0 of instructions to tenderers in a separate envelope marked EMD along with the tender.

ii) Tender document Vol I duly signed by the bidder alongwith the firm’s seal stamped on each page.

2. List of Similar works completed during last seven years as per Proforma-I As per clause 3.2.3 of Instructions to Tenderers.

3. Letter of Submission as per Proforma-II

4. Letter of Undertaking as per Proforma-III

5. Affidavit for sole Proprietorship/Partnership Deed/Memorandum and Articles of Association. As per Clause 3.2.1 (b) of Instructions to Tenderers

6. Power of Attorney as per Clause3.2.1 (c) of instructions to tenderers

7. Attested copy of valid Certificate ofRegistration with CPWD/ MES/Railways/ P&T / State Govt. Deptt/or certificate of being a workingContractor of RITES. As per Clause 3.2.1 (d) ofinstructions of Tenderers

8. Documents in support of financial stability, like copies of auditors report, audited Balance Sheet, Profit and Loss account statement along with schedules for the last five years As per Clause 3.2.2 & 3.2.5 of instructions to tenderers.

9. Documents in support of having completed similar work as per Clause 3.2.3 of instructions to Tenderers

10 Affidavit for past contractual performances as per Proforma-V As per Clause 3.2.6 of Instructions to Tenderers.

TENDER LETTER

To ---------------------------- ---------------------------- ----------------------------

Sub: -Construction of Head Office Building for Gurgaon Gramin Bank at sector-44, Gurgaon. Dear Sir, 1.0 M/s RITES Ltd. have been appointed as Consultant and Project Managers for

“Construction of Head Office Building for Gurgaon Gramin Bank at sector-44, Gurgaon.” All actions taken by RITES are for and on behalf of the client i.e. M/s. Gurgaon Gramin Bank

2.0 One set of tender documents comprising of the following is enclosed herewith. Vol. - I Section 1 Instruction to Tenderers Section 2 General Conditions of Contract. Section 3 Special Conditions of Contract. Section 4 RITES Safety Code Section 5 RITES Contract Labour Regulation

Vol. -II Section 1 Additional Technical Specification. Section 2 Tender drawings

Vol.-III Section 1 to 5 Financial Bid Document.

3.0 You are requested to peruse the instructions contained in the above documents and submit your tender on the due date and time as mentioned in the Tender Notice duly signed on each page alongwith the requisite credentials.

4.0 RITES reserve the right to accept or reject the lowest or any tender and accept the

whole or any part of the tender or split up the work between more than one tenderer without assigning any reason what-so-ever. The rates quoted by the tenderer shall be valid for the reduced scope of work.

5.0 All correspondence regarding tender shall be addressed to Dy. General Manager

(Tender Cell)/RITES, C.P. Division, RITES Ltd, 3rd Floor , Left Wing, Plot No-1, Sector-29, Gurgaon –122001( Haryana ).

6.0 The tender No. and subject must appear on all correspondence and documents.

______________________________ RITES Ltd, Plot No-1, Sector-29, Gurgaon, Haryana.

For & on behalf of Gurgaon Gramin Bank

SECTION-1: INSTRUCTION TO TENDERES

INSTRUCTIONS TO TENDERERS

1.0 Description of Works

Sealed tenders are invited by RITES for and on behalf of the client i.e. M/s. Gurgaon Gramin Bank for “Construction of Head Office Building for Gurgaon Gramin Bank at sector-44, Gurgaon” including infrastructure facilities such as Roads, Internal and External Water Supply lines, Rainwater Harvesting, Sanitary Installations along with Internal Electrification, Fire fighting, Passenger lifts and EPABX system etc.

2.0 Tender Documents 2.1 The works will be carried out according to the conditions stipulated in the following

set of tender documents alongwith Addendum/Corrigendum issued, if any :- Vol. - I Section 1 Instructions to Tenderers Section 2 General conditions of Contract. Section 3 Special Conditions of Contract. Section 4 RITES Safety Code Section 5 RITES Contract Labour Regulation

Vol. -II Section 1 Additional Technical Specifications Section 2 Tender Drawings

Vol.-III Section 1 to 5 Financial Bid Document. . 2.1.1 In addition, the CPWD Specification 1991-92 (Vol.I to Vol. III) and CPWD

specification 1996 (Vol. IV to Vol. VI) with upto date correction slips for Civil works and CPWD Specifications - 1994 for Electrical works (Part I - Internal) and 1995 (Part II - External) will also be applicable. The tenderers are requested to obtain the copies of the specifications directly from the office of the CPWD as these specifications will not be issued alongwith the set of tender documents. These specifications with upto date corrections slips will form part of the contract agreement to be executed with the successful tenderer.

2.1.2 The aforesaid documents shall be taken as complementary and mutually

explanatory of one another, but in the case of ambiguities or discrepancies, shall take precedence in the order given below:- a) The Priced Bill of Quantities b) The Additional Technical Specifications c) Technical specifications d) Drawings e) The Special Conditions of Contract f) The General Conditions of Contract g) The Instructions to Tenderers

2.2 Complete set of Tender Documents mentioned at para 2.1 above can be obtained from the following office between the 11 Hours and 16 Hours every day

except on Saturdays, Sundays and Holidays during the period mentioned in the Tender Notice on payment of a sum of Rs.5000/- (Rupees Five thousand only) through Crossed Bank Draft or Pay order or Managers Cheque of any Indian Scheduled Bank only, in favour of RITES Ltd and payable at New Delhi or Gurgaon. Dy.General Manager (Tender Cell), C.P. Division, RITES Ltd, 3rd Floor, Left Wing, Plot No-1, Sector-29, Gurgaon –122001(Haryana). Tender documents can also be downloaded from RITES web site www.rites.com.which shall be for illustration purpose only.

2.3 The cost of the tender documents is non-refundable and the tender form is non- transferable.

2.4 The completion period for the work is 12 months. The Commencement date

of the work shall be 10th day from the date of issue of Letter of Award. 2.5 Any deficiency in the tender documents or in the tendering process shall be

immediately brought to the notice of Dy. General Manager (Tender Cell), C.P. Division, RITES Ltd, 3rd Floor , Left Wing, Plot No-1, Sector-29, Gurgaon –122001 ( Haryana).

3.0 Eligibility and Qualification Requirements 3.1 This Invitation to Bid is open to all experienced and reputed firms /Contractors

registered with CPWD/MES/Railways/P&T/State Govt. Deptt./Working Contractor of RITES.

3.2 To be eligible to qualify for Award of the Contract, the tenderers are required to

submit the following documents in support of their fulfillment of the qualifications requirements given in Para 3.2.1,3.2.2, 3.2.3, 3.2.5, 3.2.6.

3.2.1 The Tenderers should submit the following documents (In addition to other

documents required as per other clauses) :-

a) i) Letter of Submission of Tender as per Proforma-II ii) Earnest Money in proper form as per Clause 5.0 in a separate envelope

marked EMD alongwith the tender. iii) Letter of Acceptance as per Proforma III.

b) Attested Copies of Affidavit for Sole Proprietorship/Partnership Deed/ Memorandum and Articles of Association alongwith the details pertaining to place of registration, principal place of business of the firm etc.

c) Power of Attorney of the signatory of the Tender on behalf of the tenderer.

http://www.rites.com/

d) Attested copy of valid Certificate (valid as on the date of submission of bid) of Registration with CPWD/ MES /Railways/ P&T / State Govt. Deptt/ or certificate of being a working Contractor of RITES Ltd.

e) The set of Tender Documents issued to the tenderers is required to be

submitted duly signed and stamped with firm seal on each page as token of having read the conditions.

3.2.2 The bidder should have achieved a minimum Annual Financial Turnover of Rs.

5.56 Crores at 2006-2007 price level in any one of the last 5(five) years. Weightage of 5% (compounded annually) shall be given for equating the financial turnover of the previous years to 2006-2007 price level.

To this end, the tenderers should submit the attested copies of the auditors

report alongwith audited balance sheets , Profit and loss statements etc for the last five financial years i.e.,2005-06, 2004-05 , 2003-04 , 2002-03 , 2001-02.

3.2.3 The bidder should have satisfactorily completed in his own name at least one work of similar nature of minimum value of Rs. 3.13 Crores or two works of minimum value of Rs. 2.08 Crores each during last 7(seven) years prior to the date of submission of bid. Works completed prior to the cut off date shall not be considered. A weightage of 5% (compounded annually from the date of completion of the work to the submission of the bid) shall be given for equating the works of the previous years to the current year i.e. 2006-07. Only such works will be considered which are complete in all respects. The bidder should submit the details of such completed works as per the format at Proforma-I enclosed in support of having completed these works, the bidder should submit the attested Copies of the completion certificates from the owner companies indicating the name of work, the description of work done by the bidder, actual completion cost of the work executed by the bidder, date of start, date of completion (contractual and actual). The value of work executed should be inclusive of the value of free supply items. Escalation, if paid, may also be mentioned. The similar works shall be Residential / Institutional Buildings. Industrial Buildings/Sheds / Warehouses shall not be considered as similar work.

3.2.4 The bidder should have total liquid assets and

credit facility for a minimum amount of Rs. -------- crores. For the purpose of credit facility, the bidder should submit a latest certificate from the Nationalized or an Indian scheduled bank (As per Proforma IV enclosed). The liquid asset shall be calculated from the audited balance sheet of the year 2005-06 , but in case the balance sheet for the year 2005-06 is not ready with the bidder, the liquid asset shall be calculated from the audited balance sheet of the year 2005-06 as under :-

“Liquid Assets will be computed by deducting current liabilities from current assets. Current assets for this purpose will include cash and bank balances, sundry debtor, inventory, marketable securities and unutilized fund based facilities.”

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3.2.5 The applicant firm shall be a profit (net) making firm and shall not have made losses in the last 2 financial years or any 3 out of last 5 financial years. To this effect, the bidder should submit attested copies of auditors report alongwith audited Balance Sheet and Profit and Loss Statement, Schedules for the last five financial years as stated in para 3.2.2 above.

3.2.6 Even though the bidders meet the above qualifying criteria, they are subject to be

disqualified, if they have:-

a) Made misleading or false representation in the forms, statements and attachments submitted in proof of the qualification requirements.

b) Records of poor performance such as abandoning the work, not properly completing the contract, inordinate delays in completion, litigation history or financial failures etc.

c) Their business banned by any Central/State Govt. Department/Public Sector Undertakings or Enterprises of Central/State Govt.

d) Not submitted all the supporting documents or not furnished the relevant details as per the prescribed format.

A declaration to the above effect should be submitted on the non-judicial stamp paper of Rs. 10/- duly attested by Notary/Magistrate as per format given in Proforma-V enclosed.

3.2.7 Bidders who meet the minimum qualification criteria will be qualified only if their available bid capacity is more than the cost mentioned in NIT .The available bid capacity will be calculated as under:-

Assessed Available Bid capacity = (A*N*2 - B) Where A = Maximum value of Civil Engineering works executed in any one year

during the last five years (updated to 2006-2007 price level) taking into account the completed as well as works in progress.

N = Number of years prescribed for completion of the works for which bids are invited.

B = Value at 2006-2007 price level, of existing commitments and on-going works to be completed during proposed period of completion of work.

Note:-The statements (Proforma VI, VII, VIII) showing the value of total works

executed, existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be signed by the bidder. The available bid capacity shall be evaluated compounding to the date of opening of tender.

3.2.8 No condition/deviation which is either additional or in modification of the tender

conditions shall be included in the tender. If the tender contains any such condition or deviation from tender conditions, the tender is liable to be rejected.

3.2.9 If attested copies/photo copies of any documents mentioned above, are being

submitted by the tenderers, these should be attested by the tenderer as well as by a Gazetted Officer or a Notary Public with name, designation and stamp of the attesting authority clearly shown and that these documents are still required

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to be submitted even if these have been submitted earlier by the tenderer along with any other tender or for pre-qualification tender.

3.2.10 In case of failure of the tenderer to submit the documents alongwith the

tender, the tender submitted by him is liable to be rejected. The Contractor has to attach all the documents as per check list and mention the Annexures at which the relevant document is enclosed.

3.2.11.1 If at any time during evaluation of tenders or during the execution of work, it is

found that the bidder/contractor has made misleading or false representation in the forms, statements and attachments in proof of their qualification criteria or have not informed RITES about records of poor performance such as abandoning the work, not properly completing the contract, inordinate delays in completion, litigation history or financial failures etc. or have not informed about their Business has ever been banned by any Central/State Govt. Departments/Public Sector Undertakings or Enterprises of Central/State Govt., their EMD/Security Deposit, as the case may be, shall be forfeited and action shall also be taken under other clauses of contract. Contractor at all the times is fully responsible for the correctness of the information/documents submitted by them and shall submit an affidavit on a non-judicial stamp papers of Rs.10/- as per Proforma-V in this regard.

3.2.11.2 Even though the tenderers meet the above qualifying criteria, they are subject

to be disqualified if they conceal any information required to be furnished as per the tender conditions or make misleading or false representations in the forms, statements, and attachments submitted in proof of the Qualifications Requirements.

3.2.12 Record of adverse performance of the tenderer such as termination of contract

awarded to him and execution of balance works at his risk and cost / banning of business with the tenderer by any of the Central / State Govt. Department / Public Sector Undertaking or Enterprise of Central / State Govt. will weigh against the qualification of the tenderer for the award of the contract and may lead to rejection of the tender.

3.3 Tenders from joint ventures are not acceptable and such tenders will be rejected.

3.4 RITES does not bind itself to accept lowest or any other tender and reserves the

right to reject lowest or any other tender or all the tenders and accept any tender either in whole or in part or split up the work between more than one tenderers without assigning any reason whatsoever and the tenderer will be bound to execute the same at the quoted rates. RITES further reserves the right to annul the bidding process at any time prior to award of contract, without thereby incurring any liability to the affected bidder or bidders of the grounds for the RITES action.

3.5 In case the firm has changed its name through amalgamation or otherwise during

the last three years, the credentials and experience in the previous name of the firm shall not be considered and only the credentials and experience of the firm who has submitted the tender will be considered.

3.6 Purchase preference, if applicable, shall be considered as per prevailing Govt.

rules.

4.0 Site Visit 4.1 The tenderer is advised to visit and examine the site of works and its surroundings

and obtain for himself on his own responsibility all information that may be necessary for preparing the bid and entering into the Contract. The costs of any such visits shall be entirely at the bidder's own expense. The tenderers are requested to satisfy themselves regarding the availability of water, requirement of electricity, nature and location of work, the confirmation of the ground, the character, quality and quantity of the materials, the character of equipment and facilities needed preliminary to and during the progress of the works. Law and order situation, the labour conditions prevailing therein and all other matters which can in any way affect the works under the contract. The contractor will be fully responsible for considering the financial effect of any or all of the above factors on his rates. No compensation will be given on account of ignorance of any of the factors during execution of the works.

4.2 The bidder and any of his personnel or agents will be granted permission by

RITES to enter upon their premises and lands for the purpose of such inspection, but only upon the express condition that the bidder, his personnel and agents, will release and indemnify the RITES, their personnel and agents from and against all liabilities in respect thereof and will be responsible for personal injury (whether fatal or otherwise), loss or damage to property and any other loss, damage, costs and expenses however caused which but for the exercise of such permission would not have arisen.

4.3 Before submitting a tender, the Tenderer will be deemed to have satisfied himself

by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the Tender forms are adequate and all inclusive for the completion of work to the entire satisfaction of the RITES/ Gurgaon Gramin Bank.

5.0 Earnest Money 5.1 The tenderers are required to deposit the Earnest Money in the following form only

alongwith their tender for the amount indicated in the Tender Notice for this particular work.

Crossed Demand Draft or Pay order or Managers Cheque of any Indian Scheduled Bank only, in favour of RITES Ltd and payable at New Delhi or Gurgaon drawn on any Indian Scheduled Bank Or FDR valid for a period of six months or more from last date of opening of tenders and it is pledged in favor of RITES Ltd.

5.2 Earnest Money will not be accepted in any form other than those mentioned in para 5.1 above.

5.2.1 The price bid of the tenderer who has not submitted the Earnest Money alongwith the First envelope in accordance with Clause 5.1 above shall not be opened and the tender will be rejected by RITES.

5.3 The Earnest Money of the unsuccessful tenderers will be discharged /returned on finalization of the tender. The Earnest Money of the successful tenderer will be retained as part of the Security Deposit in accordance with Clause 1 of General Conditions of Contract.

5.4 No interest shall be paid on the Earnest Money. 6.0 Validity 6.1 Tenders shall remain valid and open for acceptance for a period of 4 months from

the date of opening of Technical bid. Should the tenderer fail to keep the tender open for acceptance as stated above or if the tenderer withdraws his tender before the expiry of the said period or makes any modifications in the terms and conditions of the tender which are not acceptable then RITES without prejudice to any other right or remedy shall be at liberty to forfeit his Earnest Money.

6.2 In exceptional circumstances, prior to expiry of the original validity period, RITES

may request the tenderers for extension of the period of validity of the tender for a specified period. The request and the response thereto shall be made in writing or by cable or fax. A tenderer may refuse the request without forfeiting his Earnest Money. A tenderer agreeing to the request will neither be required nor be permitted to modify his tender.

7.0 Rates and Prices 7.1 In case of Item Rate Tenders: 7.1.1 The tenderers shall quote their rates for all items described in the Bill of Quantities.

In event no rate has been quoted for any item(s) leaving space both in figure(s), word(s), and amount blank, it will be presumed that the contractor has included the cost of this /these item(s) in other items and rate for such item(s) will be considered as Zero and work will be required to be executed accordingly.

7.1.2 The tenderer should quote their rates in figures as well as in words. In case of

discrepancy between the unit rates quoted in figures and in words, the unit rates quoted in words shall prevail.

7.1.3 The amount for each item should be worked out and the requisite totals given. In

case of discrepancy between the unit rate and the total amount derived from multiplication of unit rate and the quantity, the unit rate as quoted will govern and the total amount will be corrected.

7.1.4 The tenderers are not required to quote their rates against items for which no

quantity is mentioned. In case the rates against such items are quoted, these rates will be ignored during the evaluation of bids and will also not be used during the execution of the work.

7.2 In case of Percentage Rate Tenders: 7.2.1 The tenderers shall fill up the usual printed form, stating at what percentage

Above/Below/At par (in figures as well as in words) the total estimated cost given

in the Schedule of Quantities, he will be willing to execute the work. Tenders which propose any alteration in the work specified in the said form of invitations to tender or in the time allowed for carrying out the work, or which contain any other conditions of any sort, will be liable to rejection.

7.2.2 In case of Percentage Rate Tenders only percentage Rates quoted shall be

considered. Any tender containing Item Rates is liable to be rejected. Percentage quoted by the contractor in Percentage Rate Tender shall be accurately filled in figures and words so that there is no discrepancy. In case of any discrepancy, Arithmetical errors in computation and summation will be corrected as follows:

7.2.2.1 If the contractor has worked out the amount of the tender and if any discrepancy

is found in the percentage quoted in words and figures, the percentage which corresponds with the amount worked out by the contractor shall unless otherwise proved, be taken as correct.

7.2.2.2 If the amount of the tender is not worked out by the contractor or it does not

correspond with the percentage written either in figures or in words then the percentage quoted by the contractor in words shall be taken as correct.

7.2.2.3 Where the percentage quoted by the Contractor in figures and in words tally but

the amount is not worked out correctly, the percentage quoted by the Contractor will unless otherwise proved be taken as correct and not the amount.

7.2.2.4 In Percentage Rate Tender, the tenderer shall quote percentage

above/below/at par (in figures as well as in words) at which he will be willing to execute the work. He shall also work out the total amount of his offer and the same should be written in figures as well as in words in such a way that no interpolation is possible. In case of figures, the words "Rs." should be written before the figure of rupees and word "P" after the decimal figures, i.e. "Rs.2.15 P" and in case of words, the word 'Rupees should precede and the words "Paise" should be written at the end.

7.2.2.5 The percentage Rate Tenders, the tenderer shall quote Percentage

“Above/Below/At par"(in figures as well as in words) at which he will be willing to execute the work. In case the words "Above/Below/At par" are not written alongwith the quoted percentage and the amount has also not been written the quoted rate shall be interpreted as "Below" the amount indicated under the Quantity Column and the amount shall be calculated accordingly.

7.3 The tenderers are not permitted to quote their rates in units other than the

units mentioned in the Tender Documents against the individual items. In case the rates are quoted in units other than the units mentioned in the Tender Documents, the units mentioned by the tenderer shall be ignored and the units mentioned in the Documents will be deemed to apply for evaluation of the tender as well as the execution of the item.

7.4 All rates shall be quoted only on the proper form of the tender and each page of the

Bill of Quantities shall be signed. Any cutting or over-writing shall be initialed.

7.5 While quoting the rates in the Bill of Quantities the word "Only" should be written

closely, following the amount and it should not be written in the next line. 7.6 The rates quoted by the tenderers shall be inclusive of all taxes, duties, octroi and

levies etc. levied by Central/State Govt. at the time of submission of tenders. If there is increase/decrease in direct taxes after submission of the tender, it will be reimbursed /recovered by RITES/GURGAON GRAMIN BANK on production of proof of payment and proof of change in tax (es) after the date of the submission of tender. The contractor shall pay the aforesaid taxes, levies; duties etc. directly to the Central/ State Govt. RITES will have no liability whatsoever on any account to pay any taxes, levies, duties etc. levied by Central/ State Govt. pertaining to execution of the works.

7.7 No compensation on any account shall be paid to the contractor e. g. due to delay

in handing over of the site, interruption in the work due to any reason other than those occurring due to war-like situations, reduction in quantities and/or reduction in scope of work.

7.8 Under Section 194-C of the Income Tax Act, 1961 deduction of Income Tax will be

made for sums paid for carrying out the work under this contract as per the prevailing rate.

7.9 The tenderer/s shall not increase his/their rate in case RITES calls for negotiations

& this shall not amount to cancellation or withdrawal of original offer and rates originally quoted will be binding on the tenderer/s.

7.10 The tenderer/s shall submit an analysis of rates if called upon to do so. 8.0 Submission of Tenders 8.1 Tenders complete in all respects shall be received in the office of Dy. General

Manager (Tender Cell), C.P. Division, RITES Ltd, 3rd Floor , Left Wing, Plot No-1, Sector-29, Gurgaon-122001( Haryana ), upto 14.00 hrs. on 20.02.2007------------

8.2 The tenderers shall seal the tender in two envelopes duly marking the envelope

as under:- 1) First Envelope containing Volume-I &II shall be marked Technical Bid

alongwith the following details over the envelope. i) EMD for Rs _________ ii) Tender for “__________________________ (Name of work)" iii) Reference No. "____________ (Tender No.)" iv) Project “________________ (Name of Project)”

v) The words: "Do not open before _____ (Time and Date)_________"

vi) Name and address of the Tenderer "_____________." 2) Second envelope containing Volume-III marked as Financial Bid for

i) Tender for “_____________ (Name of work)" ii) Reference No. "____________ (Tender No.)”

iii) Project “________________ (Name of Project)" iv) Name and address of the Tenderer "________________________." The envelope containing the tender shall be addressed to the RITES at the following address:-

Dy General Manager (Tender Cell),

C.P. Division, RITES Ltd, 3rd Floor, Left Wing, Plot No-1, Sector-29, Gurgaon-122001(Haryana).

8.3 No tender shall be accepted unless it is properly sealed. 8.4 DELETED 8.5 Tenders which have been submitted by the bidders after the scheduled time of

receipt but before OR after opening of tenders shall be received, but the status of such tenders shall be intimated to the bidders later. Any Tender for which Earnest Money is received after the dead line for the submission of tender prescribed by RITES in the Tender Notice will be rejected and returned unopened to the tenderer.

9.0 Opening of Tenders 9.1 The tenderers shall seal their tenders in two packets as per clause 8 of Instructions

to Tenderers. 9.1.1 The first packet (First envelope) shall contain the Technical Bid (Vol-I & II) and

Earnest Money Deposit and all the Pre-Qualification Documents required as per Clause 3 “Eligibility & Qualification Requirements” of Instructions to Tenderers of Tender Document.

9.2 The Second Packet shall contain only the Financial Bid -Vol-III (Price Bid

Document) duly sealed and clearly marked in bold letters as “Financial Bid”. 9.3 The first Packet shall be opened on 20.02.2007 at 14.30 hrs. 9.4 The Second Packet comprising of financial bid of only those tenderers who have

qualified in the technical bid shall be opened after pre-qualification of the tenderers. The date of opening of Price Bid document shall be intimated to the pre-qualified tenderers later.

10.0 Process to be confidential 10.1 After the public opening of tenders, the information relating to the examination,

clarifications, evaluation and comparison of tenders and recommendations concerning the award of contract shall not be disclosed to the tenderers or other persons not officially concerned with such process .

10.2 Any effort by a tenderer to influence the RITES personnel or representatives on

matters related to the tenders under study in the process of examination,

clarification, evaluation and comparison of tenders and in decisions concerning award of contract, may result in the rejection of his tender.

11.0 Evaluation of Tenders 11.1 The tenders will be evaluated in accordance with the criteria given in clause 3

above.

11.2 Tenders containing any condition including conditional rebate/rebates are liable to be rejected.

11.3 The tenders submitted by the tenderers who do not meet the Qualifications

Requirements stipulated in the Tender Documents or who offer Price Bids or rates which are valid and open for acceptance for a period less than four months from the date of opening of tenders, will be rejected. Earnest money of the tenders containing the above mentioned restricted validity of Price Bids or rates is liable to be forfeited.

11.4 Canvassing in connection with tender is strictly prohibited and the tenders

submitted by the tenderers who resort to canvassing will be liable to rejection. 11.5 If a Tenderer expires after the submission of his tender or after the acceptance of

his tender, RITES shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the RITES shall deem such tender as cancelled, unless the firm retains its character.

12.0 Award of Contract 12.1 RITES will award the contract to the tenderer who meets the eligibility criteria for

qualification mentioned in Clause 3 above and who has offered the lowest Evaluated Bid Price provided further that the tenderer has the capability and resources to carry out the contract effectively. The tender of the tenderers, who have not been found to meet the qualification criteria on the basis of the documents submitted to RITES, will be rejected.

12.2 Prior to the expiry of the period of Bid validity prescribed by RITES, RITES will

notify the successful tenderer by cable, telex or fax to be confirmed in writing by Registered letter that his tender has been accepted. This letter hereinafter called the Letter of Award shall constitute the formation of contract. Commencement of the contract period shall be reckoned from the 10th day of issue of Letter of Award to the contractor.

12.3 On acceptance of the tender, the name of the accredited representative(s) of the

contractor who would be responsible for taking instructions from the Engineer-in-Charge shall be communicated to the Engineer-in-charge.

12.4 The tenderer whose tender is accepted shall be required to submit stamp papers

of appropriate value in his name for payment of stamp duty as per the provision of Indian Stamp Act within 10 days of the date of issue of Letter of Award and shall be required to appear in the office of RITES in person, or through a duly authorised representative to execute the contract agreement within 15 days after

receipt of the notice for signing the Contract Agreement. No payments shall be released to the Contractor until the agreement is signed. Failure to do so shall also constitute a breach of the agreement effected by the acceptance of the tender in which case the Letter of Award for the contract can also be cancelled and the Earnest Money accompanying the tender is also liable to be forfeited by RITES. RITES shall also be entitled to take action under Clause 2 and Clause 3 of General Conditions of Contract (GCC).

12.4.1 RITES will sign the contract on behalf of GURGAON GRAMIN BANK and the

Principal Employer is the client i.e. M/s GURGAON GRAMIN BANK. 12.5 Time is the essence of the contract. In order to complete the work within the

schedule time, the tenderer is required to submit a detailed PERT/CPM/BAR Chart for various activities indicating the time for services required for the same within 15 days of issue of Letter of Award and get it approved from Engineer-in-charge. The Engineer-in- charge shall have the power to change the PERT/CPM/BAR chart submitted by the Contractor as per the requirement of the work before approval. The approved PERT/CPM/BAR chart shall be binding on the contractor. The Clause No 2 & 5 of General Conditions of Contract should be properly read by the bidders before submitting the tender.

13.0 Court's Jurisdiction Any suit or application, arising out of any dispute or difference on account of this

tender or any matter in relation to the Award of the contract or for the enforcement of Arbitration clause under the Contract, shall be filed in a Competent Court at New Delhi only and no other court of any other District of the country shall have any jurisdiction in the matter.

14.0 Secrecy of Contract Documents The Contract is confidential and must be strictly confined to the Contractor's own

use (except so far as confidential disclosure to sub-contractors or suppliers if necessary) and for the purpose of the contract.

15.0 General 15.1 The contractor's operations and proceeding in connection with the works shall at

all times be conducted during the continuance of contract in accordance with the laws, ordinance, rules and regulations for the time being in force and the contractors shall further observe and comply with the bye laws and regulations of the Government of India and State Government and of Municipal and other authorities having jurisdiction over area involved in connection with the works or site and over operations such as those as carried out by the contractor(s) and shall give all notices required by such bye-laws and regulations. The hospital and medical regulations in force for the time being shall also be complied with by the contractor/contractors and his/their workmen.

15.2 The contractor shall be responsible for the observance of the rules and regulations

under the mines act and mineral rules and Indian Metallurgical rules and regulations of State Government concerned as amended from time to time.

15.3 The contractor shall at all times keep the RITES Administration indemnified against all penalties that may be imposed by the Government of India or State

Government for infringement of any other clauses of the mines act and rules made there under in respect of the quarries from which the ballast for these works is procured.

15.4 No Engineer of Gazetted rank or other Gazetted Officer employed in Engineering

or Administrative duties in any Department of the Government of India is allowed to work as a contractor for a period of two years immediately after his retirement from Government service without the previous permission of the Government of India. This contract is liable to be cancelled if either the Contractor or any of his employees is found at any time to be such a person who had not obtained the permission of the Government of India as aforesaid before submission of the tender or engagement in the contractor's service.

15.5 Should a contractor have a relative employed in Managerial capacity in

RITES/GURGAON GRAMIN BANK or in the case of partnership firm or company incorporated under the Indian Company Law, should a partner or relative of the partner or a shareholder be employed in responsible capacity in the RITES/GURGAON GRAMIN BANK, the authority inviting tenders shall be informed of the fact at the time of submission of tenders, failing which the tender may be rejected. If such fact is suppressed at the time of tendering and comes to light at any time after the acceptance of tender, the contract may be rescinded.

15.6 Site for execution of the work will be made available as soon as the work is

awarded. In case, it is not possible for RITES/GURGAON GRAMIN BANK to make the entire site available at the time of commencement of the contract due to operational or any other reasons on award of the work the site will be handed over in phases as and when it becomes available and the contractor will have to arrange his working programme accordingly. No claim whatsoever for not giving the entire site on award of work and for giving the site in phases will be tenable.

16. Deleted 17 Clarification about Bidding Documents. 17.1 A prospective bidder requiring any clarification obout the bidding documents,

drawings, specifications, B.O.Q may notify at the following address in writing or by cable (hereinafter "includes FAX and facsimile) at least 8 days before the submission of the tender.

Dy. General Manager (Tender Cell),

C.P. Division, RITES Ltd, 3rd Floor, Left Wing, Plot No-1, Sector-29, Gurgaon –122001(Haryana) RITES will respond to any request for clarification which are received before 8 days prior to the deadline for submission of bids. Copies of the Employer/RITES' response will be forwarded to all purchasers of the bidding documents, including a description of the enquiry but without identifying its source. The request for any clarification received after the eight days before the date of submission of tender shall not be entertained and no reply shall be made for such requests.

Proforma-I LIST OF SIMILAR WORKS COMPLETED

SEAL AND SIGNATURE OF THE BIDDER

Note (I) In support of having completed above works attach attested copies of the completion certificate from the owner companies indicating the name of work, the description of work done by the bidder, date of start, date of completion (contractual & actual), value of contract as awarded and as executed by the bidder and value of material supplied free of cost by the client. When the owner company is a private one, the Certificate from the Company must be supported by TDS Certificate issued by the Company.

ii) Information must be furnished for only those works carried out by the Bidder in his

own name. Works carried out as a Partner in the Joint Venture shall not be included in this Proforma.

Contract Value (Rs. in

Lakhs)

Date of Completion

S. N

o.

Clie

nt's

Nam

e w

ith

com

plet

e ad

dres

s &

co

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t No.

N

ame

of th

e W

ork

with

Loc

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Sco

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f wor

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d ou

t by

the

Bid

der

Agr

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Let

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Val

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f Mat

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supp

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free

of c

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by th

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lient

D

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of S

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As

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/ A

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Act

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for d

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PROFORMA - II Sheet – 1

LETTER OF SUBMISSION OF TENDER

(TO BE TYPED BY THE CONTRACTER ON THEIR FIRM’s LETTER HEAD)

To : R I T E S ------------- Gurgaon Name of the work : ___________________________________________ Ref : Tender No. ____________________________________________ Dear Sirs, 1 Having examined the Conditions of Contract, Specifications, Bill/ Schedule of

quantities etc. incorporated in the tender document for the execution of the above named work, and having visited and examined the site of the said work , I/We the undersigned, offer to execute, complete and maintain the whole of the said work in conformity with the said drawings, conditions of contract, specifications, Bill /Schedule of Quantities etc. for the sum as indicated in the Bill /Schedule of Quantities i.e. Price Bid or such other sum as may be ascertained in accordance with the said conditions.

2 Should this tender be accepted, I/we undertake to commence the work within

10 days of issue of the Letter of Award for the work and further undertake to complete and deliver the whole of the works comprised in the contract within 12 months (as indicated in the tender document) months from the date of issue of Letter of Award.

3 I/We agree to abide by this tender for a period of 4 months from the date of

opening of the Technical bid/or such extended period as may be mutually agreed as prescribed in clause 6.0 of the Instruction to Tenderers and it shall remain binding upon us and may be accepted at any time before the expiry of that period.

4 A sum of Rs_____________ towards earnest money in the form of ____________ in terms of clause 5.0 of the Instructions to tenderers, is enclosed herewith.

5. Unless and until an agreement is prepared and executed, this tender together

with your written acceptance thereof, shall constitute a binding Contract between us.

PROFORMA - II

Sheet – 2 6 We understand that you are not bound to accept the lowest or any tender you may

receive. 7 Name of the partners of the firm authorised to sign _______________________________________________________________________ Name of person having power of attorney to sign the contract (Certified true copy of the Power of Attorney should be attached)

8. Correspondence address of Contractor:- (The bidder should write his address and other details below at which the correspondence shall be made regarding this tender. In case of any change in the address provided below contractor has to inform RITES immediately).

a) Correspondence Address :- __________________________ b) Telephone No. (along-with

STD Code) :- __________________________ c) Fax:- __________________________

d) Name of Contact Person :- __________________________

e) Mobile No. :- ______________________________

All the correspondence shall be made by RITES at the above address/phone/Fax numbers only.

Yours faithfully, SIGNATURE(S) OF THE TENDERER(S) Permanent address.............. Local address .............. Note: The Contractor is to fill up the blanks in the above form before signing and

submitting the tender.

Proforma-III

ACCEPTANCE LETTER (To be typed by Contractor on his letter head)

Dated. __________ To. l, RITES, _______ Gurgaon Sir,

No-counter conditional Acceptance of tender conditions

1. I have read and examined all the conditions in the tender document for the

work of _________________________________________________( Name of the work) and we hereby unconditionally accept the tender conditions entirely for the above work.

2.1.1 I/We hereby submit our tender and undertake to keep our tender valid for a

period of 4 (Four) months from the date of opening of Technical bid of the tender.

3.1.1 I/We undertake to execute the above items strictly in accordance with the

requirements and particulars/specifications stipulated in the tender documents.

4.1.1 I/we hereby further undertake that during the said period:-

I/we shall not vary/alter or revoke my/our tender during the validity period of tender. I/we have quoted for the complete tender. I/we undertake to abide by the terms and conditions as stipulated in your tender documents and as amended thereafter.

5.1.1 I/we have not enclosed any conditions/deviations to conditions of tender in the Price Bid. I/we agree that in case of any condition is found to be quoted by us in the Price Bid, my tender will be rejected and my earnest money is liable to be forfeited.

6.1.1 This undertaking is in consideration of RITES/GURGAON GRAMIN BANK agreeing to open my tender, consider and evaluate the same for the purpose of award of work in terms of provisions of tender documents. Should this tender be accepted I/we also agree to abide by and fulfill /comply with all the terms, conditions and provisions of the above mentioned tender documents.

I hereby submit Earnest Money deposit of Rs.------------------through _________(Bank Draft or Pay order or Managers Cheque of any Indian Scheduled Bank only) in favour of RITES Ltd and payable at _________(New Delhi or Gurgaon).

Signature along with Seal of the company --------------------------------------------------- (Duly authorised to sign the Tender on behalf of the Contractor) Name ------------------------- Designation ----------------------- Name of the Company --------------------- (In block Letters)

WITNESS Date & Postal address Signature ----------------------- Date Name and address Telegraphic address ------------------------------------- Telephone No. Fax No.

Mobile No

DELETED Proforma-IV

Proforma for submission of Credit Facility

This is to certify that M/s. _________________________ is a reputed company with a good financial standing.

The firm / company is enjoying a fund based credit facility of Rs._________ to meet its working capital requirements.

Signature of Authorized Signatory

with Name and date Seal and Address of Bank

Proforma - V

Proforma for submission of Past Contractual Performance (Affidavit on non judicial stamp paper of Rs.10/- duly attested by Notary / Magistrate) This is to certify that We, M/s. __________________________, in submission of this offer. Confirm that:-

I) We have not made any misleading or false representation in the forms, statements and attachments in proof of the qualification requirements;

II) We do not have records of poor performance such as abandoning the work, not

properly completing the contract, inordinate delays in completion, litigation history or financial failures etc.

III) Business has never been banned with us by any Central / State Government

Department/ Public Sector Undertaking or Enterprise of Central / State Government.

IV) We have submitted all the supporting documents and furnished the relevant

details as per prescribed format.

V) The information and documents submitted with the tender by us are correct and we are fully responsible for the correctness of the information and documents submitted by us.


DELETED Proforma -VI

Information for Bid Capacity for works which are yet to be completed as on date of this bid

(8) Existing commitments and on-going works:

Des

crip

tion

of

wor

k

Pla

ce &

Sta

te

Con

tract

No.

&

Dat

e

Nam

e &

A

ddre

ss o

f E

mpl

oyer

Value of

Contract (Rs. In Lacs)

Stip

ulat

ed

perio

d of

co

mpl

etio

n

Value of Works

remaining to be

completed (Rs. In Lacs)

Ant

icip

ated

da

te o

f co

mpl

etio

n

(1) (2) (3) (4) (5) (6) (7) (8)


DELETED

Proforma-VII Sheet-1

INFORMATION FOR BID CAPACITY (VALUE OF CIVIL ENGINEERING CONSTRUCTION WORKS EXECUTED)

It is certified that the total value of Civil Engineering Construction Works executed and payments received by _____________________________ (Name of Bidder) in the last five financial years are as under:

2001 ……… 2002 _________________ 2002 ……… 2003 _________________ 2003 ……… 2004 _________________ 2004 ……… 2005 _________________ 2005 ……… 2006 _________________

_________________

SEAL AND SIGNATURE OF THE BIDDER Note: The Financial years indicated are for a Tender to be opened on a date in financial year 2005-2006 and given for example.

DELETED

Proforma -VII

Sheet-2 Information for Bid Capacity (Works for which bids have been submitted) as on the date of this bid (B) Works for which bids already submitted:

Description of work

Place &

state

Name & Address

of Employer

Estimated Value of Works (Rs. in Lacs)

Stipulated period of

completion

Date when

decision is

expected

Remarks if any

(1) (2) (3) (4) (5) (6) (7)


DELETED

Proforma-VIII

It is certified that the total value of Engineering Construction work executed and payments received by ……………………………………(Name of the bidder) in the last five years are as under:-

2001…………2002 ……………………………………………… 2002…………2003 ……………………………………………… 2003…………2004 ……………………………………………… 2004……….. 2005 .……………………………………………. 2005…………2006 ………………………………………………

SEAL & SIGNATURE OF THE BIDDER

PROFORMA - IX Sheet - 1

FORM OF AGREEMENT Agreement No. ______________________ dated ______________ THIS AGREEMENT is made on _______ day of ___________ Two thousand seven between RITES Limited, a Govt. of India Enterprise and a Company registered under Indian Companies Act, 1956 having its registered office at New Delhi House, 27, Barakhamba Road, New Delhi-110001 and its Project Office at RITES Bhawan, 1, Sector-29, Gurgaon-122001(Haryana) representing through Managing Director, RITES Limited and acting for and on behalf of GURGAON GRAMIN BANK, hereinafter called the Company (which expression shall, wherever the context so demands or requires, includes their successors in office and assigns) on the one part and M/s. _____________________________ hereinafter called the Contractor (which expression shall wherever the context so demands or requires, include his/their successors and assigns) of the other part. WHEREAS the Company is desirous that certain works should be executed viz. (Brief description of the work)…………………................. ........................ and has by Letter of Award No________________ dated............................. accepted a tender submitted by the contractor for the execution, completion and maintenance of such works. Now THIS AGREEMENT WITNESSETH as follows: 1. In this agreement words and expressions shall have the same meaning as are

respectively assigned to them in the conditions of contract hereinafter referred to. 2. The following documents in conjunction with Addendum/ Corrigendum to Tender

Documents shall be deemed to form and be read and construed as part of the agreement viz:

a) This Form of Agreement. b) The Letter of Award. c) The Instructions to Tenderers (Vol. I) d) The General Conditions of Contract (Vol. I) e) The Special Conditions of Contract (Vol. I) f) RITES Safety code (Vol. I) g) RITES Contract labour Regulations (Vol. I) h) The Additional Technical Specifications & tender drawings (Vol. II) i) The Priced Bill of Quantities (Vol. III)

PROFORMA - IX Sheet - 2

3. The aforesaid documents shall be taken as complementary and mutually

explanatory of one another, but in the case of ambiguities or discrepancies, shall take precedence in the order set out above.

4. In consideration of the payment to be made by the company to the contractor

as hereinafter mentioned, the contractor hereby covenants with the company to execute, complete and maintain the works in conformity in all respects within the provisions of the contract.

5. The company thereby covenants to pay to the contractor in consideration of the

execution, completion and maintenance of the works at contract price at the time and in the manner prescribed by the contract.

In WITNESS whereof the parties hereto have caused their respective common seals to be hereinto affixed (or have herewith set their respective hands and seals) the day and year first above written. SIGNED, SEALED AND DELIVERED BY M/S. _____________ (for contractor) ______________ (for RITES) In the capacity of _________ In the capacity of ________ On behalf of: On behalf of: GURGAON GRAMIN BANK In the presence of In the presence of 1. ____________________ 1. ________________________ 2. ____________________ 2. _______________________

PROFORMA - X Sheet - 1

FORM OF BANK GUARANTEE TOWARDS SECURITY DEPOSIT

(ON NON-JUDICIAL PAPER OF APAROPRIATE VALUE IN THE NAME OF THE

BANK) NB: Bank Guarantee issued by Bank of India shall not be accepted. To: The General Manager (CP) R I T E S ____________ ____________ ____________. Name of the work: Dear Sir(s) 1) In consideration of RITES Ltd. (herein-after called "the RITES) representing

through its Managing Director having the registered office at New Delhi House, 27 Barakhamba Road, New Delhi and Corporate Office at RITES BHAWAN, Plot-1, Sector-29, Gurgaon, acting for and on behalf of GURGAON GRAMIN BANK having agreed to exempt M/s. ________________ ___________________________ hereinafter called "the said Contractor(s)" from the demand, under the terms and conditions of an agreement No.___________________________dated _______________made between RITES, New Delhi and the Contractor for (name of work)_____________________________ __________________________________________________________ (hereinafter called "the said agreement'), of security deposit for the due fulfillment by the said Contractor(s) of the terms and conditions contained in the said Agreement, on production of a Bank Guarantee for Rs. ______________________ only) we ____________________ (hereinafter referred to as the bank) at the request of M/s. ______________________ (Contractor(s) do hereby undertake to pay to the RITES an amount not exceeding Rs. ______________________________ only) against any loss or damage caused to or suffered or would be caused to or suffered by the RITES by reason of any breach by the said Contractor(s) of any of the terms & conditions contained in the said agreement.

2. We, _____________do hereby undertake to pay the amounts due and payable

under this guarantee without any demur, merely on a demand from the RITES stating that the amount claimed is due by way of loss or damage caused to or would be caused to or suffered by the RITES by reason of breach by the said contractor(s) of any of the terms & conditions contained in the said agreement or by reason of the contractor(s) failure to perform the said agreement. Any such demand made on the


bank shall be conclusive as regards the amount due and payable by the Bank

under this guarantee. However, our liability under this guarantee shall be restricted to an amount not exceeding Rs.______________ (Rupees___________________________only).

3. We, undertake to pay to the RITES any money so demanded notwithstanding

any dispute or dispute raised by the contractor(s)/ Supplier(s) in any suit or proceeding pending before any court or Tribunal relating thereto our liability under this present being absolute and unequivocal.

The payment so made by us under this bond shall be a valid discharge of our

liability for payment thereunder the contractor(s)/supplier(s)/shall have no claim against us for making such payment.

4. We, _____________________(name of the bank) further agree that the

guarantee herein contained shall remain in full force and effect during the period that would be taken for the performance of the said agreement and that it shall continue to be enforceable till all the dues of the RITES under or by virtue of the said Agreement have been fully paid and its claims satisfied or discharged or till the General Manager/CP/ RITES, RITES BHAWAN, Gurgaon certified that the terms and conditions of the said agreement have fully and properly carried out by the said contractor(s) and accordingly discharges this guarantee is made on us in writing on or before ____________, we shall be discharged from all liability under this guarantee thereafter.

5. We, ___________________(name of the bank) further agree with the RITES

that the RITES shall have the fullest liberty without our consent and without affecting in any manner our obligations hereunder to vary any of the terms and conditions of the said agreement or to extend time of performance by the said contractor from time to time or to postpone for any time or from time to time any of the powers exercisable by the RITES against the said contractor(s) and to forbear or enforce any of the terms and conditions relating to the said agreement and we shall not be relieved from our liability by reason of any such variation, or extension being granted to the said contractor(s) or for any forbearance, act or omission on the part of the RITES or any indulgence by the RITES to the said contractor(s) or any such matter or thing whatsoever which under the law relating to sureties would, but for this provision, have effect of so relieving us.


6. This guarantee will not be discharged due to the change in the constitution of the

Bank or the contractor(s) /Supplier(s). 7. We, ______________________(name of the bank) lastly undertake not to

revoke this guarantee during its currency except with the previous consent of the RITES in writing.

8. Notwithstanding anything contained herein above our liability under this

guarantee shall:- a) be limited to a sum of Rs.______________________only). b) stand completely discharged and all your rights under this guarantee shall stand

extinguished if no claim or demand made upon us in writing on or before _____________.

For _________________________________ (indicate the name of bank) Bank Guarantee No. __________________ Date ________________________

PROFORMA - XI

Sheet - 1

INDEMNITY BOND Name of the work- (On Non-Judicial Stamp paper of appropriate value) KNOW all men by these presents that I/we_________________________ (Name of Contractor with address)________________________________ _________________________________________________________________ do hereby execute Indemnity Bond in favour of (1) GURGAON GRAMIN BANK (2) RITES having their office at RITES BHAWAN, PLOT-1, Sector-29, Gurgaon On this _____________________day of___________________, 2006 WHEREAS M/S RITES appointed as the Consultants for the Project Management for and on behalf of GURGAON GRAMIN BANK for the construction of buildings at_____________________________ vide Tender No._________________________. THIS DEED WITNESSETH AS FOLLOWS: I/we__________________________(Name of Contractor)_______________ Hereby do indemnify and save harmless (1) GURGAON GRAMIN BANK(2) RITES having their office at RITES Bhavan, Plot-1, Sector-29, Gurgaon , Haryana from : 1) Any third party claims, civil or criminal complaints/liabilities site mishaps and other accidents or disputes and/or damages occurring or arising out of any mishaps at the site due to faulty work, negligence, faulty construction and/or for violating any law, rules and regulations in force, for the time being while executing/executed civil works by me/us. 2) Any damages, loss or expenses due to or resulting from any negligence or breach of duty on the part of me/us or any sub contractors/s if any, servants or agents. 3) Any claims by an employee of mine/ours or of sub-contractors if any, under the workman compensation act and employers' Liability act,1939 or any other law rules and regulations in force for the time being and any acts replacing and/or amending the same or any of the same as may be in force at the time and under any law in respect of injuries to persons or property arising out of and in the course of execution of the contract work and/or arising out of and in the course of employment of any workman/employee.

PROFORMA - XI Sheet - 2

4) Any act or omission of mine/ours or sub-contractor/s if any, our/their servants or agent which may involve any loss, damage, liability, civil or criminal action. IN WITNESS WHEREOF THE__________________________________________ HAS SET HIS/THEIR HANDS ON THIS DAY OF_____________________ 2006. SIGNED AND DELIVERED BY THE AFORESAID__________________________ IN THE PRESENCE OF WITNESS: 1........................ 2........................

PROFORMA - XII Sheet – 1

FORM OF INDENTURE FOR SECURED ADVANCES (For use in cases in which the contract is for finished work and the contractor has entered into an agreement/or the execution of a certain specified quantity of work in a given time on non judicial stamp page, of appropriate value, in the name of the Contractor) THIS INDENTURE MADE this_________________________________day of________________, 2007 , BETWEEN________________________________ (Contractors name)_________________________(hereinafter called the Contractor which expression shall where the context so admits or implies be deemed to include his heirs, executors, administrators and assigns) of the one part and RITES Limited, Gurgaon, a Government of India Enterprise, representing through its Managing Director having the registered office at New Delhi House, 27, Barakhamba Road, New Delhi-110 001 and Corporate office at RITES BHAWAN, 1, Sector-29, Gurgaon, Haryana, hereinafter called the Consultants (which expression shall where the context so admits or implies be deemed to include his successors in office and assigns) of the other part, acting for and on behalf of GURGAON GRAMIN BANK. WHEREAS by an agreement No.___________________dated________(hereinafter called the said agreement) the contractor has agreed to construct____________________________________________________. AND WHEREAS the contractor has applied to the Consultants that he be allowed advances on the security of materials absolutely belonging to him and brought by him to the site of works, the subject of the said agreement for use in the construction of such of the works as he has undertaken to execute at rates fixed for the finished work (inclusive of the cost of material and labour and other charges) AND WHEREAS the Consultant has agreed to advance to the Contractor the sum of Rs.___________ (Rupees_____________________________________________________only) on the aforesaid security and has reserved to himself the option of making any further advance or advances on security of aforesaid quantities and other particulars of the materials on the security of which the advance or advances are made being detailed in running account bill for the said works signed from time to time by the contractor. NOW THIS INDENTURE WITNESSETH that in pursuance of the said agreement and in consideration of the sum of Rs._______________( Rupees_____________________________________________________only) on or before the execution of these presents paid to contractor by the Consultant (the receipt whereof the contractor do hereby acknowledge) and of such further advances (if any) as may be made to him as aforesaid the contractor both hereby covenant and agree with the Consultant and declare as follows:-

PROFORMA - XII Sheet - 2

1. That the said sum of Rs._____________(Rupees________________ ________________________only) to the contractor as aforesaid and all or any further sum or sums advanced as aforesaid shall be employed by the contractor in or towards expediting the execution of the said works and for no other purpose whatsoever. 2. That the materials detailed in the said running account bill which have been offered to and accepted by the Consultant as security are absolutely the contractor's own property and free from encumbrances of any kind and the contractor will not make any application for or receive a further advance on the security of materials which are not absolutely his own property and free from encumbrances of any kind and the contractor indemnifies the Consultant against all claims to any materials in respect of which an advance has been made to him as aforesaid. 3. That the materials detailed in the said running account bill and all other material on the security of which any further advance or advances may hereafter be made as aforesaid (hereinafter called the said materials) shall be used by the contractor solely in the execution of the works in accordance with the directions of the Engineer-in-charge of the works authorised by the Consultant and in terms of the said agreement. 4. That the contractor shall make at his own cost all necessary adequate arrangement for the proper watch, safe custody and protection against all risks of the said materials and that until used in construction as aforesaid, the said materials shall remain at the site of the said works in the contractor's custody and on his own responsibility and shall at all times be open to inspection by any officer authorised by the Consultant. In the event of the said materials or any part thereof being stolen, destroyed or damaged the contractor will forthwith replace the same with other materials of like quality or repair and make good the same as required by the Officer authorised by the Consultant. 5. That the said materials shall not on any account be removed from the site of the said works except with the written permission of the officer authorised by Consultant. 6. That the advances shall be repayable in full when or before the contractor receives payment from the Consultant of the price payable to him for the said works, under the terms and the provisions of the said agreement, provided that if any intermediate payments are made to the contractor on account of the work done on the occasion of each such payment the


Consultant will be at liberty to make a recovery from the contractor's bill for such payment deducting therefrom the value of the said materials then actually used in the construction and in respect of such recovery was not made previously the value for the purpose being determined in respect of each description of materials at the rates at which the amounts of the advances made under these presents were calculated. 7. That if the contractor shall at any time made any default in the performance or observance in any respect of any of the terms and provisions of the said agreement or of these presents the total amount of the advance or advances that may still be owing to the Consultant shall immediately on the happening of such default be repayable by the contractor to the Consultant together with interest thereon at fifteen per cent per annum from the date or respective dates of such advance or advances to the date of repayment and with all costs, charges, damages and expenses incurred by the Consultant in or for the recovery thereof or the enforcement of this security or otherwise by reason of the default of the contractor and the contractor hereby covenants and agrees with the Consultant to repay and pay the same respectively to him accordingly. 8. That the contractor hereby charges all the said materials with the repayment to the Consultant of the said sum of Rs._______________(Rupees___________________________________ ____________________only) and any further sum or sums advanced as aforesaid and all costs, charges, damages and expenses payable under these presents PROVIDED ALWAYS and it is hereby agreed and declared that notwithstanding anything in the said agreement and without prejudice to the powers contained therein, if any, whenever the covenant for payment and repayment hereinafter contained shall become enforceable and the money owing shall not be paid in accordance therewith the Consultant may at any time thereafter adopt all or any of the following courses as he may deem best: a) Seize and utilize the said materials or any part thereof in the completion of the said works on behalf of the contractor in accordance with the provisions in that behalf contained in the said agreement debiting the contractor with the actual cost of effecting such completion and the amount due in respect of advances under these presents and crediting the contractor with the value of work done as if he had carried it out in accordance with the said agreement and at the rates hereby provided. If the balance is against the contractor he is to pay the same to the Consultant on demand.


b) Remove and sell by public auction the seized materials or any part thereof and

out of the money arising from the sale retain all the sums aforesaid repayable or payable to the Consultant under presents and pay over the surplus (if any) to the contractor.

c) Deduct all or any part of the money owing out of the security deposits or any sum

due to the contractor under the said agreement. 9. That except in the event of such default on the part of the contractor as aforesaid

interest on the said advance shall not be payable. 10. That in the event of any conflict between the provisions of these presents and the

said agreement the provisions of these presents shall prevail and in the event of any dispute or difference arising over construction or effect of these presents the settlement of which has not been here-in-before expressly provided for the same shall be referred to Consultant whose decision shall be final and the provisions of the Indian Arbitration Act for the time being in force shall apply to any such reference.

IN WITNESS WHEREOF the said Contractor and the Consultant have

hereunto set their respective hands the day and year first above written. Signed, sealed and delivered by In the presence of witness : i) Signature : _________________ Contractor _________ ii) Name : ________________________ iii) Address : ________________________ Signed by and delivered for and on behalf of RITES. ______________________________ (Signature with official Seal) In the presence of witness i) Signature ________________ ii) Name______________________ iii) Address____________________

PROFORMA -XIII

Sheet-1 Form of Performance Security Bank Guarantee Bond

(NB: Bank Guarantee issued by Bank of India shall not be accepted) In consideration of the Employer having agreed under the terms and conditions of agreement No…………………………………… dated ………………. made between ………………………….( the employer ) represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder and ……………………………… (hereinafter called “the said contractor(s)”) ………. for the work ……………………………(herein after called the said agreement”) the Contractor having agreed to production of a irrevocable bank guarantee for Rs. …………………. (Rupees ……………………. Only) as a Security/ Guarantee for compliance of his obligations in accordance with the terms and conditions in the said agreement, We …..……………………………………………. (hereinafter referred to as “ the (indicate the Name of the Bank) Bank”) hereby undertake to pay to the ………………………….( the employer) represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder an amount not exceeding Rs. ……………………………… (Rupees ………………………………………………only) on demand by the employer represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder. 2. We …………………….………………………… do hereby undertake to pay the (indicate the Name of the Bank) amounts due and payable under this guarantee without any demur, merely on a demand from ………………………….( the employer ) represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder stating that the amount claimed is required to meet the recoveries due or likely to be due from the said contractor(s). Any such demand made on the bank shall be conclusive as regards the amount due and payable by the bank under this guarantee. However, our liability under this guarantee shall be restricted to an amount not exceeding Rs…………………………. (Rupees ………………………………………….only). 3. We, the said Bank further under take to pay to the employer represented by RITES Ltd. for and on behalf of the employer as an agent and Power of Attorney Holder any money so demanded not withstanding any dispute or disputes raised by the contractor(s) in any suit or proceeding pending before any court or Tribunal relating there to our liabilities under this present being absolute and unequivocal. The payment so made by us under this bond shall be a valid discharge of our liability for payment there under and the Contractor(s) shall have no claim against us for making such payment. 4. We …………….…………… (Indicate the Name of the Bank) ………….. further agree that the guarantee herein contained shall remain in full force and effect during the period that would be taken for the performance of the said agreement and that it shall continue to be enforceable till all dues of the employer represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder under or by virtue of

PROFORMA -XIII Sheet-2

the said agreement have been fully paid and its claims satisfied or discharged or till Engineer-in-charge on behalf of the employer represented by RITES Ltd for and on

behalf of the employer as an agent and Power of Attorney Holder certified that the terms and conditions of the said agreement have been fully and properly carried out by the said contractor (s) accordingly discharges this guarantee. 5 We …………………..…………………….. Further agree with the employer (Indicate the Name of the Bank) represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder that the employer shall have the fullest liberty without our consent and without affecting in any manner our obligations hereunder to vary any of the terms and conditions of the said agreement or to extend time of performance by the said contractor (s) from time to time or to postpone for any time or from time to time any of the powers exercisable by the Employer against the said contractor (s) and to forbear or enforce any of the terms and conditions relating to the said agreement and we shall not be relieved from our liability by reason of any such variation, or extension being granted to the said contractor (s) or for any forbearance, act of omission on the part of the Employer or any indulgence by the Employer to the said contractor (s) or by any such matter or thing whatsoever which under the law relating to sureties would, but for this provision, have effect of so relieving us. 6. This guarantee will not be discharged due to the change in the constitution of the

Bank or the contractor (s). 7. We …………………………………(indicate the name of the Bank) lastly undertake

not to revoke/cancel this guarantee except with the previous consent of the employer represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder in writing.

8. This guarantee shall be valid upto ………………………… unless extended on demand by the employer represented by RITES Ltd for and on behalf of the employer as an agent and Power of Attorney Holder. Not withstanding anything mentioned above, our liability against this guarantee is restricted to Rs……………………. (Rupees ……………………………………. Only) and unless a claim in writing is lodged with us within six months of the date of expiry or the extended date of expiry of this guarantee, all our liabilities under this guarantee shall stand discharged.

Dated the …………………….. day of ……………………….. for ……………………… (indicate the name of the Bank)”.

SECTION-2: GENERAL CONDITIONS OF CONTRACT

GENERAL CONDITIONS OF CONTRACT

DEFINITIONS: 1. The "Contract" means the documents forming the tender and acceptance thereof

and the formal agreement executed between RITES (Consultant for Project Management) on behalf of the GURGAON GRAMIN BANK and the contractor, together with the documents referred to therein including these conditions, the specifications, designs, drawings and instructions issued from time to time by the Engineer-in-Charge and all these documents taken together shall be deemed to form one contract and shall be complementary to one another.

2. In the contract the following expressions shall, unless the context otherwise

requires, have the meanings hereby respectively assigned to them.

a) 'RITES' shall mean Rail India Technical and Economic Services Ltd. (A Govt. of India Enterprise) having its Registered office at 27, Barakhamba Road, New Delhi and Corporate Office at RITES BHAWAN, PLOT-1, SECTOR-29, GURGAON-122001( HARYANA) acting through Group General Manager/General Manager/ Additional General Manager for and on behalf of GURGAON GRAMIN BANK

b) The 'Contractor' shall mean the individual or firm or company, whether

incorporated or not, undertaking the works and shall include the legal personal representatives of such individual or the persons composing such firm or company or the successors of such firm or company and the permitted assignees of such individual or firm or firms or company.

c) The expression 'works' or 'work' shall unless there be something either in the

subject or context repugnant to such construction be construed and taken to mean the works by or by virtue of the contract contracted to be executed whether temporary or permanent and whether original, altered, substituted or additional.

d) The 'Site' shall mean the land and/or other places on, into or through which

work is to be executed under the contract or any adjacent land, path or street through which work is to be executed under the contract or any adjacent land, path or street which may be allotted or used for the purpose of carrying out the contract.

e) The Engineer means the person to whom the Engineer-in-charge entrusts as

his authorised representative his responsibility to act on his behalf and perform any or all the functions of the Engineer-in-charge under the Contract.

f) The ‘Engineer-in-Charge' means the Dy. General Manager (DGM)/RITES who shall be in-charge of execution of the work. The term DGM also includes other senior officers of RITES like JGM/AGM/GM/GGM/ED/ DP/MD of RITES.

g) The “GURGAON GRAMIN BANK “shall mean GURGAON GRAMIN BANK,

having its office at Police Head Quarters, Delhi. h) ‘Accepting Authority’ shall mean the authority duly authorised to act as such

by RITES for and on behalf of GURGAON GRAMIN BANK. i) 'Excepted Risk' are risks due to riots (other than those on account of

contractor's employees), war (whether declared or not), invasion, act of foreign enemies, hostilities, Civil war, rebellions, revolution, insurrection, military or usurped power, any acts of Government damages from aircraft, acts of God such as earthquake, lightening and unprecedented floods, and other causes over which the contractor has no control and accepted as such by the Accepting Authority.

j) 'Contract Value' means the value of the entire work as stipulated in the

Letter of Award subject to such additions thereto or deductions therefrom as may be made under the provision hereinafter contained.

k) ‘Specifications’ means the specifications referred to in the Tender and any

modifications thereof or additions thereto as may from time to time be furnished or approved in writing by the Engineer.

Where the context so requires, words imparting the singular number include the plural number and vice-versa.

CLAUSES OF CONTRACT

CONTENTS

CLAUSE NO.

SUBJECT

1 Performance Guarantee

1 A Recovery of Security Deposit

2 Compensation for Delay

3 When Contract can be determined

3A Action in case of delay in start of work

4 Contractor liable to pay compensation even if action not taken under clause 3

5 Time and Extension for Delay

6 Measurements of Work done

7 Payments on Intermediate Certificates to be regarded as Advances

8 Completion Certificate

8 A Contractor to keep Site Clean

8 B Completion Plans to be submitted by the Contractor

9 Payment of Final Bill

9 A Payment of Contractor’s Bills to Bank

10 Materials supplied by the Employer

10 A Materials to be provided by the Contractor

10 B Secured Advance on Non-Perishable Materials Mobilisation Advance

Plant, Machinery & Shuttering Material Advance Interest & Recovery

10 CC DELETED

10 D Dismantled Materials Employer’s Property

CLAUSE

NO. SUBJECT

11 Work to be executed in accordance with Specifications, Drawings, Orders etc.

12 Deviations/ Variations Extent and Pricing

13 Foreclosure of Contract due to abandonment or reduction in Scope of Work.

14 Cancellation of Contract in full or part

15 Suspension of Work

16 Action in case work not done as per specifications

17 Contractor liable for Damages, defects during Maintenance Period and Refund of Security Deposit

18 Contractor to Supply tools and plant etc.

18A Recovery of Compensation paid to workmen

18 B Ensuring payment and amenities to Workers if Contractor fails

19 Labour Laws to be complied by the Contractor

19 A Employment of Underage Labour

19 B Payment of Wages

19 C Compliance with Provisions in Safety Code

19 D Submission of Fortnightly Statement on Labour employed.

19 E Compliance with the Rules on Health and Sanitary Arrangements

19 F Maternity Benefits

19 G Action in case of non-observance of Rules and Regulations

19 H Provision of Labour Camp with Amenities

19 I Compliance with instructions on removal from site of undesirable person

19 J Unauthorised occupation of building during construction

20 Minimum Wages Act to be complied with

CLAUSE

NO. SUBJECT

21 Works out to be sublet, Action in case of insolvency & Illegal gratification etc.

22 Payment of compensation

23 Charges in firm’s constitution to be intimated

24 Compliance with the directives of the Engineer-in-charge

25 Settlement of disputes and Arbitration

26 Contractor to indemnify the Employer against Patent Rights

27 Lumpsum Provisions in Tender

28 Action where no specifications are specified

29 Withholding and lien in respect of sums due from contractor

29A Lien in respect of claims in other contracts

30 Employment of coal mining or controlled area labour not permissible

31 Unfiltered Water Supply required for works

31 A Employer’s Water Supply if available

32 Alternate Water Arrangements

33 Return of Surplus Materials

34 Hire of Plant and Machinery

35 Condition relating to use of Asphaltic materials

36 Employment of Technical staff and employees

37 Levy/ Taxes payable by contractor

38 Conditions for reimbursement of levy/ taxes if levied after receipt of tenders

39 Termination of contract on death of contractor

40 If relation working in the Employer’s organization then the contractor not allowed to tender

41 No Gazetted Engineer to work as Contractor within two years of retirement

42 Return of Material and recovery for excess Material issued

43 Compensation during warlike situations

44 Apprentices Act provisions to be complied with

45 Release of Security Deposit after Labour Department Clearance

CLAUSES OF CONTRACT CLAUSE 1 Performance Guarantee i) The Contractor shall submit an irrevocable PERFORMANCE GUARANTEE of

5% (Five Per cent) of the tendered amount in addition to other deposits mentioned elsewhere in the Contract for his proper performance of the contract agreement, (not withstanding and/ or without prejudice to any other provisions in the contract) within 15 days of issue of letter of intent. This period can be further extended by the Engineer-in-Charge up to a maximum period of 7 days on written request of the contractor stating the reason for delays in procuring the Bank Guarantee, to the satisfaction of the Engineer-in-charge. This guarantee shall be in the form of Government Securities or fixed deposit receipts or Guarantee Bonds of any Scheduled Bank or the State Bank of India in accordance with the form annexed hereto. In case a fixed deposit receipt of any Bank is furnished by the contractor to the Employer as part of the performance guarantee and the Bank is unable to make payment against the said fixed deposit receipt, the loss caused thereby shall fall on the contractor and the contractor shall forthwith on demand furnish additional security to the Employer to make good the deficit.

ii) A letter of intent shall be issued in the first instance informing the successful

tenderer of the decision of the competent authority to accept his tender and the award letter shall be issued only after the Performance Guarantee in any of the prescribed form is received. In case of failure by the contractor to furnish the performance Guarantee within the specified period, the Employer shall without prejudice to any other right or remedy available in law, be at liberty to forfeit the earnest money absolutely.

iii) The Performance Guarantee shall be initially valid up to the stipulated date of

completion plus 60 days beyond that. In case the time for completion of work gets enlarged, the contractor shall get the validity of Performance Guarantee extended to cover such enlarged time for completion of work. After recording of the completion certificate for the work by the competent authority, the performance guarantee shall be returned to the contractor, without any interest.

iv) The Engineer-in-charge shall not make a claim under the performance

guarantee except for amounts to which the Employer is entitled under the contract (notwithstanding and/ or without prejudice to any other provisions in the contract agreement) in the event of :

a) Failure by the contractor to extend the validity of the Performance Guarantee

as described herein above, in which event the Engineer-in-charge may claim the full amount of the Performance guarantee.

b) Failure by the contractor to pay the Employer any amount due, either as

agreed by the Contractor or determined under any of the Clauses/ Conditions of the agreement, within 30 days of the service of notice to this effect by Engineer-in-charge.

c) In the event of the contract being determined or rescinded under provisions of any of the clause/ condition of the agreement, the performance guarantee shall stand forfeited in full and shall be absolutely at the disposal of the Employer.

CLAUSE 1A Recovery of Security Deposit The person/ persons whose tender(s) may be accepted (hereinafter called the contractor) shall permit the Employer at the time of making any payment to him for work done under the contract to deduct a sum at the rate of 10% of the gross amount of each running bill till the sum along with the sum already deposited as earnest money will amount to Security Deposit of 5% of the tendered value of the work. Such deductions will be made and held by the Employer by way of Security Deposit unless he/ they has/ have deposited the amount of Security at the rate mentioned above in cash or in the form of Government Securities or fixed deposit receipts. In case a fixed deposit receipt of any Bank is furnished by the contractor to the Employer as part of the security deposit and the Bank is unable to make payment against the said fixed deposit receipt, the loss caused thereby shall fall on the contractor and the contractor shall forthwith on demand furnish additional security to the Employer to make good the deficit. All compensations or the other sums of money payable by the contractor under the terms of this contract may be deducted from, or paid by the sale of a sufficient part of his security deposit or from the interest arising therefrom, or from any sums which may be due to or may become due to the contractor by the Employer on any account whatsoever and in the event of his Security Deposit being reduced by reason of any such deductions or sale as aforesaid, the contractor shall within 10 days make good in cash or fixed deposit receipt tendered by the State Bank of India or by Scheduled banks or Government Securities (if deposited for more than 12 months) endorsed in favour of the Engineer-in-Charge, any sum or sums which may have been deducted from, or raised by sale of his security deposit or any part thereof. The security deposit shall be collected from the running bills of the contractor at the rates mentioned above and the Earnest Money if deposited in cash at the time of tenders will be treated a part of the Security Deposit. Note 1: Government papers tendered as security will be taken at 5% (five percent) below its market price or at its face value, whichever is less. The market price of Government paper would be ascertained by the Engineer-in-charge at the time of collection of interest and the amount of interest to the extent of deficiency in value of the Government paper will be withheld if necessary. Note 2: Government Securities will include all forms of Securities mentioned in rule No.274 of the G.F. Rules except fidelity bond. This will be subject to the observance of the condition mentioned under the rule against each form of security. Note 3: Note 1 & 2 above shall be applicable for both Clauses 1 & 1A.

CLAUSE 2 Compensation for Delay If the contractor fails to maintain the required progress in terms of clause 5 or to complete the work and clear the site on or before the contract or extended date of completion, he shall, without prejudice to any other right or remedy available under the law to the Employer on account of such breach, pay as agreed compensation the amount calculated at the rates stipulated below or such smaller amount as the Engineer-in-charge (whose decision in writing shall be final and binding) may decide on the amount of tendered value of the work for every completed day/ month (as applicable) that the progress remains below that specified in Clause 5 or that the work remains incomplete. This will also apply to items or group of items for which a separate period of completion has been specified. Compensation for delay of work @1.50% per month of delay to be computed

on per Day basis Provided always that the total amount of compensation for delay to be paid under this condition shall not exceed 10% of the Tendered Value of work or to the Tendered Value of the item or group of items of work for which a separate period of completion is originally given. The amount of compensation may be adjusted or set-off against any sum payable to the Contractor under this or any other contract with the employer. In case, the contractor does not achieve a particular milestone mentioned in Schedule-F, or the rescheduled milestone (s) in terms of Clause 5.4, the amount shown against that milestone shall be withheld, to be adjusted against the compensation levied at the final grant of extension of time. Withholding of this amount on failure to achieve a milestone, shall be automatic without any notice to the Contractor. However, if the Contractor catches up with the progress of Work on the subsequent milestone (s), the withheld amount shall be released. In case the contractor fails to make up for the delay in subsequent milestone (s), amount mentioned against each milestone missed subsequently also shall be withheld. However, no interest, whatsoever, shall be payable on such withheld amount. CLAUSE 3 When Contract can be Determined Subject to other provisions contained in this clause the Engineer-in-Charge may, without prejudice to his any other rights or remedy against the contractor in respect of any delay, inferior workmanship, any claims for damages and/ or any other provisions of this contract or otherwise, and whether the date of completion has or has not elapsed, by notice in writing absolutely determine the contract in any of the following cases, and the decision of the Engineer-in-charge shall be final and binding on the contractor. i) If the contractor having been given by the Engineer-in-charge a notice in writing to

rectify, reconstruct or replace any defective work or that the work is being performed in an inefficient or otherwise improper or unworkmanlike manner shall

omit to comply with the requirement of such notice for the period of seven days thereafter.

ii) If the contractor being a company shall pass a resolution or the court shall make an

order that the company shall be wound up or if a receiver or a manager on behalf of a creditor shall be appointed or if circumstances shall arise which entitle the Court or the Creditor to appoint a receiver or a manager or which entitles the court to make a winding up order.

iii) If the contractor has, without reasonable cause, suspended the progress of the

work or has failed to proceed with the work with due diligence so that in the opinion of the Engineer-in-Charge (which shall be final and binding) he will be unable to secure completion of the work by the date for completion and continues to do so after a notice in writing of seven days from the Engineer-in-charge.

iv) If the contractor fails to complete the work within the stipulated date or items of

work with individual date of completion, if any stipulated, on or before such 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.

v) If the contractor persistently neglects to carry out his obligations under the contract

and/ or commits default in complying with any of the terms and conditions of the 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.

vi) If the Contractor commits any acts mentioned in Clause 21 hereof. vii) If the work is not started by the contractor within 1/8th of the stipulated time. When

the contractor has made himself liable for action under any of the cases aforesaid, the Engineer-in-charge on behalf of the Employer shall have powers :”

a) To determine or rescind the contract as aforesaid (of which termination or

rescission notice in writing to the contractor under the hand of Engineer-in-Charge shall be conclusive evidence). Upon such determination or rescission, the Earnest Money Deposit, Security Deposit already recovered and Performance Guarantee under the contract shall be liable to be forfeited and shall be absolutely at the disposal of the Employer.

b) – (Deleted) –

c) After giving notice to the contractor to measure up the work of the Contractor

and to take such whole, or the balance or part thereof, as shall be un-executed out of his hands and to give it to another contractor to complete the work. The contractor, whose contract is determined or rescinded as above, shall not be allowed to participate in the tendering process for the balance work.

In the event of above course (s) being adopted by the Engineer-in-charge, the contractor shall have no claim to compensation for any loss sustained by him by reasons of his having purchased or procured any materials or entered into any engagements or made any advances on account or with a view to the execution of

the work or the performance of the contract. And in case action is taken under any of the provision aforesaid the contractor shall not be entitled to recover or be paid any sum for any work thereof or actually performed under the contract unless and until the Engineer-in-Charge has certified in writing the performance of such work and the value payable in respect thereof and he shall only be entitled to be paid the value so certified.

CLAUSE 3A Action in case of delay in start of work In case, the work cannot be started due to reasons not within the control of the contractor within 1/8th of the stipulated time for completion of work, either party may close the contract. In such eventuality, the Earnest Money deposit and the Performance Guarantee of the contractor shall be refunded, but no payment on account of Interest, loss of profit or damages etc. shall be payable at all. CLUASE 4 Contractor liable to pay compensation even if action not taken under Clause 3 In any case in which any of the powers conferred upon the Engineer-in-Charge by Clause 3 thereof, shall have become exercisable and the same are not exercised, the non exercise thereof shall not constitute a waiver of any of the conditions hereof and such powers shall notwithstanding be exercisable in the event of any future case of default by the contractor and the liability of the contractor for compensation shall remain unaffected. In the event of the Engineer-in-Charge putting in force all or any of the powers vested in him under the preceding clause he may, if he so desires after giving a notice in writing to the contractor, take possession of (or at the sole discretion of the Engineer-in-Charge which shall be final and binding on the contractor ) use as on hire (the amount of the hire money being also in the final determination of the Engineer-in-Charge) all or any tools, plant, materials and stores, in or upon the works, or the site thereof belonging to the contractor, or procured by the contractor and intended to be used for the execution of the work/ or any part thereof, paying or allowing for the same in account at the contract rates, or, in the case of these not being applicable, at current market rates to be certified by the Engineer-in-Charge, whose certificate thereof shall be final and binding on the contractor, clerk of the works, foreman or other authorized agent to remove such tools, plant, materials or stores from the premises (within a time to be specified in such notice). In the event of the contractor failing to comply with any such requisition, the Engineer-in-Charge may remove them at the contractor’s expense or sell them by auction or private sale on account of the contractor and his risk in all respects and the certificate of the Engineer-in-Charge as to the expenses of any such removal and the amount of the proceeds and expenses of any such sale shall be final and conclusive against the contractor. CLAUSE 5 Time and extension for Delay The time allowed for execution of the works as specified in the Schedule ‘F’ or the extended time in accordance with these conditions shall be the essence of the Contract.

The execution of the works shall commence from the 15th Day or such time period as mentioned in letter of Award after the date on which the Engineer-in-Charge issues written order to commence the work or from the date of handing over of the site whichever is later. If the Contractor commits default in commencing the execution of the work as aforesaid, the Employer shall without prejudice to any other right or remedy available in law, be at liberty to forfeit the earnest money & performance guarantee absolutely. 5.1 As soon as possible after the contract is concluded the Contractor shall submit a

Time & Progress Chart for each milestone and get it approved by the Engineer-in-Charge. The Chart shall be prepared in direct relation to the time stated in the Contract documents for completion of items of the works. It shall indicate the forecast of the dates of commencement and completion of various trades of 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 further to ensure good progress during the execution of the work, the contractor shall in all cases in which the time allowed for any work, exceeds one month (save for special jobs for which a separate programme has bee agreed upon) complete the work as per milestone given in Schedule ‘F’”

5.2 If the work (s) be delayed by :

i) force majeure, or ii) abnormally bad weather, or iii) serious loss or damage by fire, or iv) civil commotion, local commotion of workmen, strike or lockout, affecting any

of the trades employed on the work, or v) delay on the part of other contractors or tradesmen engaged by Engineer-in-

Charge in executing work not forming part of the Contract, or vi) non-availability of stores, which are the responsibility of the Employer to

supply or vii) non-availability or break down of tools and plant to be supplied or supplied

by the Employer, or viii) any other cause which, in the absolute discretion of the authority mentioned

in Schedule ‘F’ is beyond the Contractor’s control. 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.

5.3 Request for rescheduling of Milestones and 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 on the prescribed form. The Contractor may also, if practicable, indicate in such a request the period for which extension is desired.

5.4 In any such case the authority mentioned in Schedule ’F’ may give a fair and

reasonable extension of time and reschedule the milestones for completion of 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. Non

application by the contractor for extension of time shall not be a bar for giving a fair and reasonable extension by the Engineer-in-Charge and this shall be binding on the contractor.

The decision of the Authority on the period for which extension of time is granted shall be final and binding on the Contractor. For the period of extension of time so granted the contractor shall not be entitled to any damage or compensation or claim of any kind such as idle labour, idle supervision, idle machinery and plant, extra overhead charges etc. and the decision of the Engineer-in-Charge in this matter shall be final and binding on the contractor. Payment of price variation during such extension period will be governed by the provision under Clause 10C or 10CC.

CLAUSE 6 Measurement of Work Done Engineer-in-charge shall, except as otherwise provided, ascertain and determine by measurement the value in accordance with the contract of work done. All measurement of all items having financial value shall be entered in Measurement Book and/or level field Book so that complete record is obtained of all works performed under the contract. All measurements and levels shall be taken jointly by the Engineer-in-Charge or his authorized representative and by the contractor or his authorized representative from time to time during the progress of the work and such measurements shall be signed and dated by the Engineer-in-Charge and the contractor or their representatives in token of their acceptance. If the contractor objects to any of the measurements recorded, a note shall be made to that effect with reason and signed by both the parties. Any measurement taken by the Engineer-in-Charge in the presence of the contractor or in his absence after due notice has been given to him in consequence of objection made by the contractor shall be final and binding on the contractor, and no claim whatsoever shall thereafter be entertained regarding the accuracy and classification of the measurement. If for any reason the contractor or his authorized representative is not available and the work of recording measurements is suspended by the Engineer-in-Charge or his representative, the Engineer-in-Charge shall not entertain any claim from contractor for any loss or damages on this account. If the contractor or his authorized representative does not remain present at the time of such measurements after the contractor or his authorized representative has been given a notice in writing three (3) days in advance or fails to countersign or to record objection within a week from the date of the measurement, then such measurements recorded in his absence by the Engineer-in-Charge or his representative shall be deemed to be accepted by the Contractor. The contractor shall, without extra charge, provide all assistance with every appliance, labour and other things necessary for measurements and recording levels. Except where any general or detailed description of the work expressly shows to the contrary, measurements shall be taken in accordance with the procedure set forth in the

specifications notwithstanding any provision in the relevant Standard Method of measurement or any general or local custom. In the case of items which are not covered by specifications, measurements shall be taken in accordance with the relevant standard method of measurements issued by the Bureau of Indian standards and if for any item no such standard is available then a mutually agreed method shall be followed. The contractor shall give not less than seven days’ notice to the Engineer-in-Charge or his authorized representative incharge of the work before covering up or otherwise placing beyond the reach of measurement any work in order that the same may be measured and correct dimensions thereof be taken before the same is covered up or placed beyond the reach of measurement and shall not cover up and place beyond reach of measurement any work without consent in writing of the Engineer-in-charge or his authorized representative incharge of the work who shall within the aforesaid period of seven days inspect of work, and if any work shall be covered up or placed beyond the reach of measurements without such notice having been given or the Engineer-in-Charge’s consent being obtained in writing the same shall be uncovered at the Contractor’s expense, or in default thereof no payment or allowance shall be made for such work or the materials with which the same was executed. Engineer-in-Charge or his authorized representative may cause either themselves or through another office of the Employer to check the measurements recorded jointly or otherwise as aforesaid and all provisions stipulated herein above shall be applicable to such checking of measurements or levels. It is also a term of this contract that recording of measurements of any item of work in the measurement book and/ or its payment in the interim, on account of final bill shall not be considered as conclusive evidence as to the sufficiently of any work or material to which it relates nor shall it relieve the contractor from liabilities from any over measurement or defects noticed till completion of the defects liability period. CLAUSE 7 Payment on intermediate Certificates to be regarded as Advances No payment shall be made for work, estimated to cost Rs. FORTY FIVE Lakhs or less till after the whole of the work shall have been completed and certificate of completion given. For works estimated to cost over Rs. FORTY FIVE lakhs, the interim or running account bills shall be submitted by the contractor for the work executed on the basis of such recorded measurements on the format stipulated by the Engineer-in-Charge, in triplicate on or before the date of every month fixed for the same by the Engineer-in-Charge. The contractor shall not be entitled to be paid any such interim payment if the gross work done together with net payment/ adjustment of advances for material collected, if any, since the last such payment is less than the amount specified in Schedule ‘F’, in which case the interim bill shall be prepared on the appointed date of the month after the requisite progress is achieved. Engineer-in-Charge shall arrange to have the bill verified by taking or causing to be taken, where necessary, the requisite measurements of the work. In the event of the failure of the contractor to submit the bills, Engineer-in-Charge shall prepare or cause to be prepared such bills in which event no claims whatsoever due to delays on payment including that of interest shall be payable to the contractor. Payment on account of amount admissible shall be made by the Engineer-in-Charge certifying the sum to which the contractor is considered entitled by way of interim payment at such rates as

decided by the Engineer-in-Charge. The amount admissible shall be paid by 30th working day after the day of presentation of the bill by the Contractor to the Engineer-in-Charge or his Engineer together with the account of the material issued by the Employer, or dismantled materials, if any. In the case of works outside the headquarters of the Engineer-in-Charge the period of thirty working days will be extended to forty working days. The time limit of 30 days/ 40 days mentioned above will be adhered to by the Engineer-in-Charge as far as possible and the contractor will not be entitled to any compensation or claims or damages by way of interest etc. in case of delay in payment. All such interim payments shall be regarded as payment by way of advances against that payment only and shall not preclude the requiring of bad, unsound and imperfect or unskilled work to be rejected, removed, taken away and reconstructed or re-erected. Any certificate given by the Engineer-in-Charge relating to the work done or materials delivered forming part of such payment, may be modified or corrected by any subsequent such certificate (s) or by the final certificate and shall not by itself be conclusive evidence that any work or materials to which it relates is/ are in accordance with the contract and specifications. Any such interim payment, or any part thereof shall not in any respect conclude, determine or affect in any way powers of the Engineer-in-Charge under the contract or any of such payments be treated as final settlement and adjustment of accounts or in anyway vary or affect the contract. Pending consideration of extension of date of completion interim payments shall continue to be made as herein provided, without prejudice to the right of the Employer to take action under the terms of this contract for delay in the completion of work, if the extension of date of completion is not granted by the competent authority. The Engineer-in-Charge in his sole discretion on the basis of a certificate from the Engineer to the effect that the work has been completed upto the level in question make interim advance payments without detailed measurements for work done (other than foundations, items to be covered under finishing items) upto lintel level (including sunshade etc.) and slab level, for each floor working out at 75% of the assessed value. The advance payments so allowed shall be adjusted in the subsequent interim bill by taking detailed measurements thereof. CLAUSE 8 Completion Certificate Within ten days of the completion of the work, the contractor shall give notice of such completion to the Engineer-in-Charge and within thirty days of the receipt of such notice the Engineer-in-Charge shall inspect the work and if there is no defect in the work shall furnish the contractor with a final certificate of completion, otherwise a provisional certificate of physical completion indicating defects (a) to be rectified by the contractor and/ or (b) for which payment will be made at reduced rates, shall be issued. But no final certificate of completion shall be issued, not shall the work be considered to be complete until the contractor shall have removed from the premises on which the work shall be executed all scaffolding, surplus materials, rubbish and all huts and sanitary arrangements required for his/ their work people on the site in connection with the execution of the works as shall have been erected or constructed by the contractor (s) and cleaned off the dirt from all wood work, doors, windows, walls, floor or other parts of the building, in, upon, or about which the work is to be executed or of which he may have had possession for the

purpose of the execution thereof, and not until the work shall have been measured by the Engineer-in-Charge. If the contractor shall fail to comply with the requirements of this Clause as to removal of scaffolding, surplus materials and rubbish and all huts and sanitary arrangements as aforesaid and cleaning off dirt on or before the date fixed for the completion of work, the Engineer-in-Charge may at the expense of the contractor remove such scaffolding, surplus materials and rubbish etc. and dispose of the same as he thinks fit and clean off such dirt as aforesaid, and the contractor shall have no claim in respect of scaffolding or surplus materials as aforesaid except for any sum actually realized by the same thereof. CLAUSE 8A Contractor to keep Site Clean When the annual repairs and maintenance of works are carried out, the splashes and droppings from white washing, colour washing, painting etc. on walls, floor, windows, etc. shall be removed and the surface cleaned simultaneously with the completion of these items of work in the individual rooms, quarters or premises etc. where the work is done without waiting for the actual completion of all the other items of work in the contract. In case the contractor fails to comply with the requirements of this clause, the Engineer-in-charge shall have the right to get this work done at the cost of the Contractor either departmentally or through any other agency. Before taking such action the Engineer in Charge shall give ten days notice in writing to the Contractor. CLAUSE 8B Completion Plans to be submitted by the Contractor The contractor shall submit completion plans for all Civil and Structural Works as well as the plans as required vide General Specifications for Electrical Works (Part-1 internal) 1972 and (Part-II External) 1974 as applicable within thirty days of the completion of the work. In case, the contractor fails to submit the completion plan as aforesaid, he shall be liable to pay a sum equivalent to 2.5% of the value of the work subject to a ceiling of Rs.5 lakhs (Rupees five lakhs only) as may be fixed by the Engineer-in-Charge and in this respect the decision of the Engineer-in-charge shall be final and binding on the contractor. CLAUSE 9 Payment of Final Bill The final bill shall be submitted by the contractor in the same manner as specified in interim bills within three months of physical completion of work or within one month of the date of the final certificate of completion furnished by the Engineer-in-Charge whichever is earlier. 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. Payments of those items of the bill in respect of which there is no dispute and of items in dispute, for quantities and rates as approved by Engineer-in-Charge, will, as far as possible be made within the period specified hereinunder, the period being reckoned from the date of receipt of the bill by the Engineer-in-Charge or his authorized Engineer, complete with account of materials issued by the Employer and dismantled materials.

i) If the Tendered value of work is upto Rs.5 lakhs : 3 months ii) If the Tendered value of work exceeds Rs.5 lakhs : 6 months The contractor will not however be entitled to any compensation or claims or damages by way of interest etc. in case of delay in payment. CLAUSE 9 A Payment of Contractor’s Bill to Banks Payment due to the Contractor may, if so desired by him, be made to his bank, registered financial, co-operative or thrift societies or recognized financial institutions instead of direct to him provided that the contractor furnishes to the Engineer-in-Charge (1) an authorization in the form of a legally valid document such as power of attorney conferring authority on the bank, registered financial, cooperative or thrift societies or recognized financial institutions to receive payments and (2) his own acceptance of the correctness of the amount made out as being due to him by the Employer or his signature on the bill or other claim preferred against the Employer before settlement by the Engineer-in-Charge of the account or claim by payment to the bank, registered financial, cooperative or thrift societies or recognized financial institutions. While the receipt given by such Bank; registered financial, cooperative or thrift societies or recognized financial institutions shall constitute a full and sufficient discharge for the payment, the contractor shall whenever possible present his bills duly receipted and discharged through his bank, registered financial, cooperative or thrift societies or recognized financial institutions. Nothing herein contained shall operate to create in favour of the bank; registered financial, cooperative or thrift societies or recognized institutions any rights or equities vis-a-vis the Employer. CLAUSE 10 No construction material of any kind shall be supplied by RITES/GURGAON GRAMIN BANK for this work. CLAUSE 10A Materials to be provided by the Contractor The contractor shall, at his own expense, provide all materials required for the works. The contractor shall, at his own expense and without delay, supply to the Engineer-in-Charge samples of materials to be used on the work and shall get these approved in advance. All such materials to be used on the work shall be in conformity with the specifications laid down or referred to in the contract. The contractor shall, if requested by the Engineer-in-charge furnish proof, to the satisfaction of the Engineer-in-Charge that the materials so comply. The Engineer-in-Charge shall within thirty 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 Contractor shall forthwith arrange to supply to the Engineer in Charge for his approval fresh samples complying with the specifications laid down in the contract. When materials are required

to be tested in accordance with specifications, approval of the Engineer-in-Charge shall be issued after the test results are received. The Contractor shall at his risk and cost submit the samples of materials to be tested or analysed and shall not make use of or incorporate in the work any materials represented by the samples until the required tests or analysis have been made and materials finally accepted by the Engineer-in-Charge. The Contractor shall not be eligible for any claim or compensation either arising out of any delay in the work or due to any corrective measures required to be taken on account of and as a result of testing of materials. The contractor shall, at his risk and cost, make all arrangements and shall provide all facilities as the Engineer-in-Charge may require for collecting, and preparing the required number of samples for such tests at such time and to such place or places as may be directed by the Engineer-in-Charge and bear all charges and cost of testing unless specifically provided for otherwise elsewhere in the contract or specifications. The Engineer-in-Charge or his authorized representative shall at all times have access to the works and to all workshops and places where work is being prepared or from where materials, manufactured articles or machinery are being obtained for the works and the contractor shall afford every facility and every assistance in obtaining the right to such access. The Engineer-in-Charge shall have full powers to require the removal from the premises of all materials which in his opinion are not in accordance with the specifications and in case of default the Engineer-in-Charge shall be at liberty to employ at the expense of the contractor, other persons to remove the same without being answerable or accountable for any loss or damage that may happen or arise to such materials. The Engineer-in-Charge shall also have full powers to require other proper materials to be substituted thereof and in case of default the Engineer-in-Charge may cause the same to be supplied and all costs which may attend such removal and substitution shall be borne by the Contractor. CLAUSE 10 B Secured Advance on Non-perishable Materials i) The contractor, on signing an indenture in the form to be specified by the Engineer-

in-Charge, shall be entitled to be paid during the progress of the execution of the work upto 75% of the assessed value of any materials which are in the opinion of the Engineer-in-Charge non-perishable, non-fragile and non-combustible and are in accordance with the contract and which have been brought on the site in connection therewith and are adequately stored and/ or protected against damage by weather or other causes but which have not at the time of advance been incorporated in the works. When materials on account of which an advance has been made under this sub-clause are incorporated in the work the amount of such advance shall be recovered/ deducted from the next payment made under any of the clause or clauses of this contract.

Such secured advance shall also be payable on other items of perishable nature, fragile and combustible with the approval of the Engineer-in-Charge provided the contractor provides a comprehensive insurance cover for the full cost of such materials. The decision of the Engineer-in-Charge shall be final and binding on the

contractor in this matter. No secured advance, shall however, be paid on high-risk materials such as ordinary glass, sand, petrol, diesel etc.

Mobilisation Advance ii) Mobilisation advance not exceeding 10% of the tendered value may be given, if

requested by the contractor in writing within one month of the order to commence the work. In such a case, the contractor shall execute a Bank Guarantee Bond from a Scheduled Nationalised Bank as specified by the Engineer-in-Charge for the full amount of such advance released. Such advance shall be in two or more instalments to be determined by the Engineer-in-Charge at his absolute discretion. The first instalment of such advance shall be released by the Engineer-in-Charge to the contractor on a request made by the contractor to the Engineer-in-Charge in this behalf. The second and subsequent instalments shall be released by the Engineer-in-Charge only after the contractor furnishes a proof of the satisfactory utilization of the earlier instalment to the entire satisfaction of the Engineer-in-Charge.

Plant Machinery & Shuttering Material Advance iii) An advance for plant & machinery required for the work and brought to site by the

contractor may be given if requested by the contractor in writing within one month of bringing such plant and machinery to site. Such advance shall be given on such plant and machinery, which in the opinion of the Engineer-in-Charge will add to the expeditious execution of work and improve the quality of work. The amount of advance shall be restricted to 5% of tender value. In the case of new plant and equipment to be purchased for the work the advance shall be restricted to 90% of the price of such new plant and equipment paid by the contractor for which the contractor shall produce evidence satisfactory to the Engineer-in-Charge. In the case of second hand and used plants and equipment, the amount of such advance shall be limited to 50% of the depreciated value of plant and equipment as may be decided by the Engineer-in-Charge. The contractor shall, if so required by the Engineer-in-Charge, submit the statement of value of such old plant and equipment duly approved by a Registered Valuer recognized by the Central Board of Direct Taxes under the Income-Tax Act, 1961. No such advance shall be paid on any plant and equipment of perishable nature and on any plant and equipment of a value less than Rs.50,000/-. Seventy five per cent of such amount of advance shall be paid after the plant and equipment is brought to site and balance twenty five per cent on successfully commissioning the same. Leasing of equipment shall be considered at par with purchase of equipment and shall be covered by tripartite agreement with the following: 1. Leasing company which gives certificate of agreeing to lease equipment to

the contractor. 2. Engineer-in-Charge, and

3. The contractor.

This advance shall further be subject to the condition that such plant and equipment (a) are considered by the Engineer-in-Charge to be necessary for the works; (b) and are in and are maintained in working order; (c) hypothecated to the Employer as specified by the Engineer-in-Charge before the payment of advance is released. The contractor shall not be permitted to remove from the site such hypothecated plant and equipment without the prior written permission of the Engineer-in-Charge. The contractor shall be responsible for maintaining such plant and equipment in good working order during the entire period of hypothecation falling which such advance shall be entirely recovered in lump sum. For this purpose steel scaffolding and form work shall be treated as plant and equipment. The contractor shall insure the Plant and machinery for which mobilization advance is sought and given, for a sum sufficient to provide for their replacement at site. Any amounts not recovered from the insurer will be borne by the contractor.

Interest & Recovery iv) The mobilization advance and plant and machinery advance in (ii) & (iii) above bear

simple interest at the rate of 10 per cent per annum and shall be calculated from the date of payment to the date of recovery, both days inclusive, on the outstanding amount of advance. Recovery of such sums advanced shall be made by the deduction from the contractor’s bill commencing after first ten percent of the gross value of the work is executed and paid, on pro-rata percentage basis to the gross value of the work billed beyond 10% in such a way that the entire advance is recovered by the time eighty percent of the gross value of the contract is executed and paid, together with interest due on the entire outstanding amount upto the date of recovery of the instalment.

v) If the circumstances are considered reasonable by the Engineer-in-Charge, the

period mentioned in (ii) and (iii) for request by the contractor in writing for grant of mobilization advance and plant and equipment advance may be extended in the discretion of the Engineer-in-Charge.

vi) The said bank guarantee for advances 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 and likely period of complete recovery together with interest.

vii) The amount of advance payable to the contractor under Paras (i) to (iii) above and

the instalments if any in which they are payable and the amount to be recovered per instalment, as well as the number of instalments in which recovery is to be effected shall be decided by the Engineer-in-Charge and his decision shall be final and binding on the contractor.

CLAUSE 10 CC DELETED CLAUSE 10D Dismantled Material Employers’ Property The contractor shall treat all materials obtained during dismantling of a structure, excavation of the site for a work, etc. as the Employer’s Property and such materials shall be disposed off to the best advantage of the Employer according to the instructions in writing issued by the Engineer-in-Charge. CLAUSE 11 Work to be Executed in Accordance with Specifications, Drawings, Orders etc. The contractor shall execute the whole and every part of the work in the most substantial and workman like manner both as regards materials and otherwise in every respect in strict accordance with the specifications. The contractor shall also conform exactly, fully and faithfully to the design, drawings and instructions in writing in respect of the work signed by the Engineer-in-Charge and the contractor shall be furnished free of charge one copy of the contract documents together with specifications, designs, drawings and instructions as are not included in the standard specifications of Central Public works Department specified in Schedule ‘F’ or in any Bureau of Indian Standard or any other, published standard or code or, Schedule of Rates or any other printed publication referred to elsewhere in the contract. If any ambiguity arises as to the meaning and intent of any of portion of the specifications and drawings or as to execution or quality of any work or material or as to measurement of the works the decision of the Engineer-in-Charge shall be final and binding on the Contractor. The contractor shall comply with the provisions of the contract and with the care and diligence execute and maintain the works and provide all labour and materials, tools and plants including for measurements and supervision of all works, structural plans and other things of temporary or permanent nature required for such execution and maintenance in so far as the necessity for providing these, is specified or is reasonably inferred from the contract. The Contractor shall take full responsibility for adequacy, suitability and safety of all the works and methods of construction. CLAUSE 12 DEVIATIONS / VARIATIONS EXTENT AND PRICING The Engineer-in-Charge shall have power (i) to make alteration 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 progress of

the work, and (ii) to omit a part of the works in case of non-availability of a portion of the site or for any other reasons and the contractor shall be bound to carry out the works in accordance with any instructions given to him in writing signed by the Engineer-in-Charge and such alterations omissions, additions or substitutions shall form part of the contract as if originally provided therein and any altered, additional or substituted work which the contractor may be directed to do in the manner specified above as part of the works, shall be carried out by the contractor on the same conditions in all respects including price on which he agreed to do the main work except as hereafter provided. The contractor shall not carry out any extra item or substituted item or quantity in excess of permitted deviation as stipulated in Schedule ‘F’ of items covered by Schedule of Quantities, without specific written approval of the Engineer-in-Charge. In all such cases, the Contractor shall advise the Engineer-in-Charge in writing as soon as he observes the necessity for execution of such item or excess quantity. 12.1 The time for completion of the works shall, in the event of any deviations resulting

in additional cost over the tendered value sum being ordered, be extended, if requested by the contractor, as follows :

i) In the proportion which the additional cost of the altered, additional or

substituted work, bears to the original tendered value plus ii) 25% of the time calculated in (i) above or such further additional time as may

be considered reasonable by the Engineer-in-Charge which decision shall be final and binding on the Contractor.

12.2 CLAUSE 12 Deviations/Variations Extent and Pricing 12-A The Engineer-in-Charge shall have power:-

(i) to make alteration 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 progress of the work, and

(ii) to omit a part of the works in case of non-availability of a portion of the site

or for any other reasons and the contractor shall be bound to carry out the works in accordance with any instructions given to him in writing signed by the Engineer-in-Charge and such alterations omissions, additions or substitutions shall form part of the contract as if originally provided therein and any altered, additional or substituted work which the contractor may be directed to do in the manner specified above as part of the works, shall be carried out by the contractor on the same conditions in all respects including price on which he agreed to do the main work except as hereafter provided.

12.1.1The time for completion of the works shall, in the event of any deviations

resulting in additional cost over the tendered value sum being ordered, be extended, if requested by the contractor, as follows:

i) In the proportion which the additional cost of the altered, additional or substituted work, bears to the original tendered value plus 25 % of the time thus calculated.

12.1.2 Rates for such altered, additional or substituted work shall be determined by the

Engineer-in-charge as follows:

i) If the rate for altered, additional or substituted item of work is specified in the schedule of quantities, the contractor shall carry out the altered, additional or substituted items at the same rate. In the case of composite tenders, where two or more schedules of quantities may form part of the contract, the applicable rate shall be taken from the schedule of quantities of that particular part in which the deviation is involved, failing that at the lowest applicable rate for the same item of work in the other schedules of quantities.

ii) If the rate for any altered, additional, or substituted item of work is not

specified in the schedule of quantities, the rate for that item shall be derived from the rate for the nearest similar item specified therein. In case of composite tenders where two or more schedule of quantities form part of the contract, the rate shall be derived from the nearest similar item in the schedule of quantities of the particular part of works in which the deviation is involved failing that from the lowest of the nearest similar items in other schedule of quantities.

iii) If the rate for altered, additional or substituted item of work cannot be

determined in the manner specified in sub-paras (i) and (ii) above, then such item of works shall be carried out at the rate entered in Delhi Schedule of Rates 2002 plus Cost Index 46.93% plus/minus the percentage quoted by the contractor against cost of Civil Works based on DSR- 2002 plus Cost Index 46.93% in BOQ.

iv) If the rate for any altered, additional or substitute item of work cannot

be determined in the manner specified in sub para (i) to (iii) above, then the rate for such item of work shall be derived from the Schedule of Rates specified in sub-para(iii) above plus/minus the percentage mentioned in that sub-para. In the case of material issued by the RITES/ GURGAON GRAMIN BANK, issue rates of materials, with storage charges recovered, enhanced by two and a half percent for profits and overheads shall be adopted in place of schedule rate plus percentage specified in sub-para (iii). Provided always that if rate(s) for part(s) of the item(s) are not available in the Schedule of Rates specified above, rate for part(s) of such item(s) shall be determined on the basis of market rate(s) prevailing during the fortnight following the date of the order plus ten percent for profit and overhead.

v) If the rate for any altered, additional or substituted item of work cannot

be determined in the manner specified in sub-paras (i) to (iv) above, the contractor shall, within 15 days of the date of receipt of the order to carry out the said work, inform the Engineer-in-Charge of the rate which he proposes to claim for such item of work, supported by analysis of the rate claimed,

and the Engineer-in-Charge shall, within three months thereafter, after giving due consideration to the rate claimed by the contractor, determine the rate on the basis of market rate(s). In the event of the contractor failing to inform the Engineer-in-Charge with the stipulated period of time, the rate which he proposes to claim, the rate for such item shall be determined by the Engineer-in-Charge on the basis of market rate(s).

vi A) Except in case of items relating to foundations as it exists at the time of

commencement of work (see vi B below), provisions contained in sub clauses (i) to (v) above shall not apply to contract, if altered, additional or substituted items as individually exceed plus/minus 30% of the value of that items in the Contract and provided further that such items individually amounts for an amount of more than 2 percent of the Contract Value, subject to the following:-

(a) Deviation limit shall apply to individual items. (b) The value of additions of items, not already included in the contract,

shall not exceed 10% of the Contract value of work. Provided further that in case where the original item is substituted, the

Substituted Item shall be deemed to have replaced the original item in the contract itself to that extent and above provisions pertaining to the deviations shall apply with respect to such Substituted Item and not the original item.

vi B) In case of items relating to foundations as it exists at the time of

commencement of work, quantities of which may change due to site conditions, provisions contained in sub-clause (i) to (v) above shall not apply to if the value of such items exceed plus/minus 100% of the value of that item subject to the following:-

(a) Deviation limit shall apply to individual items. (b) The value of additions of items, not already included in the contract,

shall not exceed 10% of the Contract value of work. 12.2 In the case of contract items, substituted items, contract cum substituted items

or additional items which exceed the limits laid down in sub para (vi) of Condition 12.1.2 above, the contractor may within fifteen days of receipt of

order or occurrence of the excess claim revision of the rates, supported by proper analysis, for the work in excess of the above mentioned limits, provided that if the rates so claimed are in excess of the rates specified in the schedule of quantities of those derived in accordance with the provisions of sub-para (i) to (iv) of conditions 12.1.2 by more than five percent, the Engineer-in-Charge shall, within three months of receipt of the claims supported by analysis, after giving consideration to the analysis of the rates submitted by the contractor, determine the rates on the basis of the market rates and if the rates so determined exceed the rates specified in the schedule of quantities or those derived in accordance with the provisions of sub-para (i) to (iv) of condition 12.1.2 by more than five percent, the contractor shall be paid in accordance with the rates so determined. In the event of the contractor failing to claim revision of rates within the stipulated period, or if the rates determined by the Engineer-in-Charge with in the period of three months of receipt of the claims

supported by analysis are within five percent of the rates specified in the schedule of quantities or of those determined in accordance with the provisions of sub para (i) to (iv) of condition 12.1.2, the Engineer-in-Charge shall make payment at the rates as specified in the schedule of quantities or those already determined under sub para (i) to (iv) of condition 12.1.2 for the quantities in excess of the limits laid down in para (vi) of condition 12.1.2.

12.3 The provisions of the proceeding paragraph shall also apply to the decrease in the

rates of items for the work in excess of the limits laid down in sub para (vi) of condition 12.1.2 provided that such decrease is more than five percent of rates specified in the schedule of quantities or of those derived in accordance with the provisions of sub para (i) to (iv) of condition 12.1.2 and the Engineer-in-Charge may after giving notice to the contractor within two months of receipt of order by the contractor or occurrence of the excess and after taking into consideration any reply received from him within fifteen days of receipt of the notice revise the rates for the work in question within two months of expiry of the said period of fifteen days having regard to the market rates.

12.4 The contractor shall send to the Engineer-in-Charge once every three months

an upto date account giving complete details of all claims for additional payments to which the contractor may consider himself entitled and of all additional work ordered by the Engineer-in-Charge which he has executed during the preceding quarter failing which the contractor shall be deemed to have waived his right.

12.5 For the purpose of operation of Clause 12.1.2 (vi) the following works shall be

treated as works relating to foundation:

i) For buildings, compound Walls plinth level or 1.2 meters(4 feet) above ground level whichever is lower excluding items of flooring and D.P.C. but including base concrete below the floors.

ii) For abutments, piers, retaining walls of culverts and bridges, walls of water

reservoirs the bed of floor level. iii) For retaining walls where floor level is not determined 1.2 meters above

the average ground level or bed level. iv) For Roads all items of excavation and filling including treatment of sub-base.

12.6 Any operation incidental to or necessarily has to be in contemplation of tenderer

while filing tender, or necessary for proper execution of the item included in the Schedule of quantities or in the schedule of rates mentioned above, whether or not, specifically indicated in the description of the item and the relevant specifications, shall be deemed to be included in the rates quoted by the tenderer or the rate given in the said schedule of rates, as the case may be. Nothing extra shall be admissible for such operations.

CLAUSE 13 Foreclosure of Contract due to Abandonment or Reduction in Scope of Work

If at any time after acceptance of the tender the Employer shall decide to abandon or reduce the scope of the works for any reason whatsoever 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 act accordingly in the matter. The contractor shall have no claim to any payment of compensation or otherwise 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 which decision shall be final and binding on the Contractor, for the items hereunder mentioned which could not be utilized on the work to the full extent in view of the foreclosure : i) Any expenditure incurred on preliminary site work, e.g. temporary access roads,

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

ii) The Employer shall have the option to take over contractor’s materials or any part

thereof either brought to site or of which the contractor is legally bound to accept delivery from suppliers (for incorporation in or incidental to the work) provided, however, the Employer 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 Employer cost of such materials as detailed by Engineer-in-Charge shall be paid. The cost 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.

iii) If any materials supplied by the Employer are rendered surplus, the same except

normal wastage shall be returned by the contractor to the Employer 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 contractor. In addition, cost of transporting such materials from site to the Employer’s stores, if so required by the Employer shall be paid.

iv) 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.

v) Reasonable compensation for repatriation of contractor’s site staff and imported

labour to the extent necessary. The contractor shall, if required by the Engineer-in-Charge furnish to him books of account, wage books, time sheets and other relevant documents and evidence as may be necessary to enable him to certify the reasonable amount payable under this condition. The reasonable amount of items on (i), (iv) and (v) above shall not be in excess of 2% of the cost of the work remaining incomplete on the date of closure, i.e. total stipulated cost of the work as per accepted tender less the cost of work actually executed under the contract and less the cost of contractor’s materials at site taken over by the Employer as per item (ii) above. Provided always that against any payments due to the contractor on

this account or otherwise, the Engineer-in-Charge shall be entitled to recover or be credited with any outstanding balances due from the contractor for advance paid in respect of any tool, plants and materials and any other sums which at the date of termination were recoverable by the Employer from the contractor under the terms of the contract. CLAUSE 14 Cancellation of contract in full or part If contractor: i) at any time makes default in proceeding with the works or any part of the work with

the due diligence and continues to do so after a notice in writing of 7 days from the Engineer-in-Charge; or

ii) commits default to complying with any of the terms and conditions of the 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

iii) 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

iv) shall offer or give or agree to give to any person in the Employer service or to

any other person on his behalf any gift or consideration of any kind as an inducement or reward for doing or forbearing to do or for having done or forborne to do any action in relation to the obtaining or execution of this or any other contract for the Employer or

v) shall enter into a contract with the Employer 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 been previously disclosed in writing to the Accepting Authority/ Engineer-in-Charge; or

vi) shall obtain a contract with the Employer as a result of wrong tendering or other

non-bonafide methods of competitive tendering; or vii) being an individual, or if a firm, any partner thereof shall at any time be adjudged

insolvent or have a receiving order or 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 effects 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

viii) being a company, shall pass a resolution or the Court shall make an order for the

winding up of the Company, or a receiver or manager on behalf of the debenture

holders or otherwise shall be appointed or circumstances shall arise which entitle the Court or debenture holders to appoint a receiver or manager; or

ix) shall suffer an execution being levied on his goods and allow it to be continued for

a period of 21 days; or x) assigns, transfers, sublets (engagement of labour on a piece-work basis or of

labour with materials not to be incorporated in the work, shall not be deemed to be subletting) or otherwise parts with or attempts to assign, transfer, sublet or otherwise parts with 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 or remedy which shall have accrued or shall accrue hereafter to the Employer by a notice in writing to cancel the contract as whole or only such items of work in default from the Contract.

The Engineer-in-Charge shall on such cancellation by the Accepting Authority 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 Engineer-in-Charge shall determine what amount, if any, is recoverable from the contractor for completion of the works or part of the works or in case the works or part of the works is not to be completed, the loss or damage suffered by the Employer and this decision of the Engineer-in-Charge is final and binding on the Contractor. 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 materials taken over and incorporated in the work and use of plant and machinery belonging to the Contractor. Any excess expenditure incurred or to be incurred by the Employer in completing the works or part of the works or the excess loss or damages suffered or may be suffered by the Employer as aforesaid after allowing such credit shall without prejudice to any other right or remedy available to the Employer in law be recovered from any moneys due to the contractor on any account, and if such moneys are not sufficient the contractor shall be called upon in writing and shall be liable 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 of 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 thereafter there be any balance outstanding from the contractor, it shall be recovered in accordance with the provisions of the contract.

Any sums in excess of the amounts due to the Employer and unsold materials, constructional plant, etc. shall be returned to the contractor, provided always that if cost or anticipated cost of completion by the Employer 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.

CLAUSE 15 Suspension of Work i) The contractor shall, on receipt of the order in writing of the Engineer-in-Charge,

(whose decision shall be final and binding on the contractor) suspend the progress of the works or any part thereof for such time and in such manner as the Engineer-in-Charge may consider necessary so as not to cause any damage or injury to the work already done or endanger the safety thereof for any of the following reasons :

a) on account of any default on the part of the contractor or; b) for proper execution of the works or part thereof for reasons other than the

default of the contractor; or

c) 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 instruction given in that behalf by the Engineer-in-Charge.

ii) If the suspension is ordered for reasons (b) and (c) in sub-para (i) above.

a) the contractor shall be entitled to an extension of time equal to the period of every such suspension PLUS 25%, for completion of the item or group of items of work for which a separate period of completion is specified in the contract and of which the suspended work forms a part, and;

b) If the total period of all such suspensions in respect of an item or group of

items of work for which a separate period of completion is specified in the contract exceeds thirty days, the contractor shall, in addition, be entitled to such compensation as the Engineer-in-Charge may consider reasonable in respect of salaries and/ or wages paid by the contractor to his employees and labour at site, remaining idle during the period of suspension, adding thereto 2% to cover indirect expenses of the contractor. Provided the contractor submits his claim supported by details to the Engineer-in-Charge within fifteen days of the expiry of the period of 30 days.

iii) If the works or part thereof is suspended on the orders of the Engineer-in-Charge

for more than three months at a time, except when suspension is ordered for reason (a) in sub-para (i) above, the contractor may after receipt of such order serve a written notice on the Engineer-in-Charge requiring permission within fifteen days from receipt by the Engineer-in-Charge of the said notice, to proceed with the work or part thereof in regard to which progress has been suspended and if such

permission is not granted within that time, the contractor, if he intends to treat the suspension, where it affects only a part of the works as an omission of such part by the Employer or where it affects whole of the works, as an abandonment of the works by the Employer, shall within ten days of expiry of such period of 15 days give notice in writing of his intention to the Engineer-in-Charge. In the event of the contractor treating the suspension as an abandonment of the contract by the Employer, he shall have no claim to payment of any compensation on account of any profit or advantage which he might have derived from the execution of the work in full but which he could not derive in consequence of the abandonment. He shall, however, be entitled to such compensation, as the Engineer-in-Charge may consider reasonable, in respect of salaries and/ or wages paid by him to his employees and labour at site, remaining idle in consequence adding to the total thereof 2% to cover indirect expenses of the contractor provided the contractor submits his claim supported by details to the Engineer-in-Charge within 30 days of the expiry of the period of 3 months.

Provided, further that the contractor shall not be entitled to claim any compensation from the Employer for the loss suffered by him on account of delay by the Employer in the supply of materials in Schedule ‘B’ where such delay is covered by difficulties relating to the supply of wagons, force majeure including non-allotment of such materials by controlling authorities, acts of God, acts of enemies of the state/ country or any reasonable cause beyond the control of the Employer.

CLAUSE 16 Action in case Work not done as per specifications All works under or in course of execution or executed in pursuance of the contract shall at all times be open and accessible to the inspection and supervision of the Engineer-in-Charge, his authorized subordinates in charge of the work and all the superior officers, officer of the Quality Control Organisation of the Employer and of the Chief Technical Examiner’s Office, and the contractor shall, at all times, during the usual working hours and at all other times at which reasonable notice of the visit of such officers has been given to the contractor, either himself be present to receive orders and instructions or have a responsible agent duly accredited in writing, present for that purpose. Orders given to the Contractor’s agent shall be considered to have the same force as if they had been given to the contractor himself. If it shall appear to the Engineer-in-Charge or his authorized subordinates in-charge of the work or to the General Manager – in-Charge of Quality Control or his subordinate officers or to the Chief Technical Examiner or his subordinate officers, that any work has been executed with unsound, imperfect, or unskilful workmanship, or with materials or articles provided by him for the execution of the work which are unsound or of a quality inferior to that contracted or otherwise not in accordance with the contract, the contractor shall, on demand in writing which shall be made within six months of the completion of the work from the Engineer-in-Charge specifying the work, materials or articles complained of notwithstanding that the same may have been passed, certified and paid for, 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 remove the materials or articles so specified and provide other proper and suitable materials or articles at his own charge and cost. In the

event of his failing to do so within a period specified by the Engineer-in-Charge in his demand aforesaid, then the contractor shall be liable to pay compensation at the same rate as under clause 2 of the contract (for non-completion of the work in time) for this default. In such case the Engineer-in-Charge may not accept the item of work at the rates applicable under the contract but may accept such items at reduced rates as the competent authority may consider reasonable during the preparation of on account bills or final bill if the item is so acceptable without detriment to the safety and utility of the item and the structure or he may reject the work outright without any payment and/or get it and other connected and incidental items rectified, or removed and re-executed at the risk and cost of the contractor. Decision of the Engineer-in-Charge to be conveyed in writing in respect of the same will be final and binding on the contractor. CLAUSE 17 Contractor Liable for Damages, defects during maintenance period and Refund of Security Deposit If the contractor or his working people or servants shall break, deface, injure or destroy any part of building in which they may be working, or any building, road, road kerb, fence, enclosure, water pipe, cables, drains, electric or telephone post or wires, trees, grass or grassland, or cultivated ground contiguous to the premises on which the work or any part is being executed, or if any damage shall happen to the work while in progress, from any cause whatever or if any defect, shrinkage or other faults appear in the work within twelve months (six months in the case of work costing Rs. ten lakhs and below except road work) after a certificate final or otherwise of its completion shall have been given by the Engineer-in-Charge as aforesaid arising out of defect or improper materials or workmanship, the contractor shall upon receipt of a notice in writing on that behalf make the same good at his own expense or in default the Engineer-in-Charge cause the same to be made good by other workmen and deduct the expense from any sums that may be due or at any time thereafter may become due to the contractor, or from his security deposit or the proceeds of sale thereof of a sufficient portion thereof. The security deposit of the contractor shall not be refunded before the expiry of twelve months (six months in case of work costing Rs. Ten lakhs and below except road work) after the issue of the certificate final or otherwise, of completion of work, or till the final bill has been prepared and passed whichever is later. Provided that in the case of road work if in the opinion of the Engineer-in-Charge, half of the security deposit is sufficient to meet all liabilities of the Contractor under this contract, half of the Security Deposit will be refundable after six months and the remaining half after twelve months of the issue of the said certificate of completion or till the final bill has been prepared and passed whichever is later. In case of Maintenance and Operation works of E & M services, the security deposit deducted from contractors shall be refunded within one month from the date of final payment or within one month from the date of completion of the maintenance contract whichever is earlier. The Refund of Security Deposit will also subject to the stipulation in Clause 45. CLAUSE 18

Contractor to Supply Tools & Plants etc. The contractor shall provide at his own cost all materials (except such special materials if any, as may in accordance with the contract be supplied from the Engineer-in-Charge’s stores), plant, tools, appliances, implements, ladders, cordage, tackle, scaffolding and temporary works required for the proper execution of the work, whether original, altered or substituted and whether included in the specification or other documents forming part of the contract or referred to in these conditions or not, or which may be necessary for the purpose of satisfying or complying with the requirements of the Engineer-in-Charge as to any matter as to which under these conditions he is entitled to be satisfied, or which he is entitled to require together with carriage therefore to and from the work. The contractor shall also supply without charge the requisite number of persons with the means and materials, necessary for the purpose of setting out works and counting, weighing and assisting the measurement for examination at any time and from time to time of the work or materials. Failing his so doing the same may be provided by the Engineer in charge at the expense of the contractor and the expenses may be deducted, from any money due to the contractor, under this contract or otherwise and / or from his security deposit or the proceeds of sale thereof, or of a sufficient portions thereof. CLAUSE 18 A Recovery of Compensation paid to Workman In every case in which by virtue of the provisions sub-section (1) of Section 12 of the Workmen’s Compensation Act, 1923, the Employer is obliged to pay compensation to a workman employed by the Contractor, in execution of the works, the Employer will recover from the Contractor the amount of the compensation so paid; and, without prejudice to the rights of the Employer under sub-section (2) of Section 12 of the said Act, the Employer shall be at liberty to recover such amount or any part thereof by deducting it from the security deposit or from any sum due by the Employer to the contractor whether under this contract or otherwise. The Employer shall not be bound to contest any claim made against it under sub-section (1) Section 12 of the said Act, except on the written request of the contractor and upon his giving to the Employer full security for all costs for which the Employer might become liable in consequence of contesting such claim. CLAUSE 18 B Ensuring Payment and Amenities to Workers if Contractor fails In every case in which by virtue of the provisions of the Contract Labour (Regulation and Abolition) Act, 1970, and of the Contract Labour (Regulation and Abolition) Central Rules, 1971, the Employer is obliged to pay any amounts of wages to a workman employed by the Contractor in execution of the works, or to incur any expenditure in providing welfare and health amenities required to be provided under the above said Act and the rules under Clause 19H or under the RITES Contractor’s Labour Regulations, or under the Rules framed by Government from time to time for the protection of health and sanitary arrangements for workers employed by the Employer’s Contractors, the Employer will recover from the Contractor the amount of wages so paid or the amount of expenditure so incurred; and without prejudice to the rights of the Employer under sub-section (2) of Section 20, and sub-section (4) of Section 21, of the Contract Labour (Regulation and

Abolition) Act, 1970, the Employer shall be at liberty to recover such amount or any part thereof by deducting it from the security deposit or from any sum due by the Employer to the Contractor whether under this contract or otherwise. The Employer shall not be bound to contest any claim made against it under sub-section (1) of Section 20, sub-section (4) of Section 21, of the said Act, except on the written request of the contractor and upon his giving to the Employer full security for all costs for which the Employer might become liable in contesting such claim. CLAUSE 19 Labour Laws to be complied by the Contractor The contractor shall obtain a valid licence under the Contract Labour (R&A) Act, 1970 and the Contract Labour (Regulation and Abolition) Central rules 1971, before the commencement of the work, and continue to have a valid license until the completion of the work. The contractor shall also abide by the provisions of the Child Labour (Prohibition and Regulation) Act, 1986. Any failure to fulfil this requirement shall attract the penal provisions of this contract arising out of the resultant non-execution of the work. CLAUSE 19 A Employment of Under-age Labour No labour below the age of fourteen years shall be employed on the work. CLAUSE 19 B Payment of wages: i) The contractor shall pay to labour employed by him either directly or through sub-

contractors, wages not less than fair wages as defined in the RITES Contractor’s Labour Regulations or as per the provisions of the Contract Labour (Regulation and Abolition) Act 1970 and the Contract Labour (Regulation and Abolition) Central Rules, 1971, wherever applicable.

ii) The contractor shall, notwithstanding the provisions of any contract to the contrary,

cause to be paid fair wage to labour indirectly engaged on the work, including any labour engaged by his sub-contractors in connection with the said work, as if the labour had been immediately employed by him.

iii) In respect of all labour directly or indirectly employed in the works for performance

of the contractor’s part of this contract, the contractor shall comply with or cause to be complied with RITES Contractor’s Labour Regulations from time to time in regard to payment of wages, wage period, deductions from wages, recovery of wages not paid and deductions unauthorisedly made, maintenance of wage books or wage slips, publication of scale of wages and other terms of employment, inspection and submission of periodical returns and all other matters of the like

nature or as per the provisions of the Contract Labour (Regulation and Abolition) Act 1970, and the Contract Labour (Regulation and Abolition) Central Rules, 1971, wherever applicable.

iv) a) The Engineer-in-Charge concerned shall have the right 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-fulfilment of the conditions of the contract for the benefit of the workers, non-payment of wages or of deductions made from his or their wages which are not justified by their terms of the contract or non-observance of the Regulations. The decision of the Engineer-in-Charge on the amount to be deducted from the amount due to the Contractor shall be final and binding on the contractor.

b) Under the provision of Minimum Wages (Central) Rules 1950, the contractor

is bound to allow to the labours directly or indirectly employed in the works one day rest for 6 days continuous work and pay wages at the same rate as for duty. In the event of default the Engineer-in-Charge shall have the right to deduct the sum or sums not paid on account of wages for weekly holidays to any labours and pay the same to the persons entitled thereto from any money due to the contractor by the Engineer-in-Charge concerned. The decision of the Engineer-in-Charge on the amount to be deducted from the amount due to the Contractor shall be final and binding on the Contractor. In the case of Union Territory of Delhi, however, as the all inclusive minimum daily wages fixed under Notification of the Delhi Administration No.F.12 (162)MWO/DAB/43884-91 dated 31.12.1979 as amended from time to time are inclusive of wages for the weekly day of rest, the question of extra payment for weekly holiday would not arise.

v) The contractor shall comply with the provisions of the Payment of Wages Act, 1936, Minimum Wages Act, 1948, Employees Liability Act, 1938, Workmen’s Compensation Act, 1923, Industrial Disputes Act, 1947, Maternity Benefits Act, 1961, and the Contractor’s Labour (Regulation and Abolition) Act 1970, or the modifications thereof or any other laws relating thereto and the rules made thereunder from time to time.

vi) The contractor shall indemnify and keep indemnified the Employer against

payments to be made under and for the observance of the law aforesaid and the RITES Contractor’s Labour Regulations without prejudice to his right to claim indemnity from his sub-contractors.

vii) The laws aforesaid shall be deemed to be a part of this contract and any breach

thereof shall be deemed to be a breach of this contract. viii) Whatever is the minimum wage for the time being, or if the wage payable is higher

than such wage, such wage shall be paid by the Contractor to the workmen directly without the intervention of Jamadar and that Jamadar shall not be entitled to deduct or recover any amount from the minimum wage payable to the workmen as and by way of commission or otherwise.

ix) The contractor shall ensure that no amount by way of commission or otherwise is deducted or recovered by the Jamadar from the wage of workmen.

CLAUSE 19 C Compliance with provisions in Safety Code In respect of all labour directly or indirectly employed in the work for the performance of the contractor’s part of this contract, the contractor shall at his own expense arrange for the safety provisions as per RITES Safety Code framed from time to time and shall at his own expense provide for all facilities in connection therewith. In case the contractor fails to make arrangement and provide necessary facilities as aforesaid he shall be liable to pay a penalty of Rs.200/- for each default and in addition the Engineer-in-Charge shall be at liberty to make arrangement and provide facilities as aforesaid and recover the costs incurred in that behalf from the contractor. CLAUSE 19 D Submission of fortnightly Statement on labour employed The contractor shall submit by the 4th and 19th of every month, to the Engineer-in-Charge a true statement showing in respect of the second half of the preceding month and the first half of the current month respectively : 1) the number of labourers employed by him on the work, 2) their working hours, 3) the wages paid to them, 4) 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

5) the number of female workers who have been allowed maternity benefit according

to Clause 19F and the amount paid to them. Failing which the contractor shall be liable to pay to the Employer a sum not exceeding Rs.200/- for each default or materially incorrect statement. The decision of the Engineer-in-Charge shall be final in deducting from any bill due to the contractor the amount levied as fine and be binding on the contractor. CLAUSE 19 E Compliance with the Rules on Health and Sanitary arrangements In respect of all labour directly or indirectly employed in the works for the performance of the contractor’s part of this contract, the contractor shall comply with or cause to be complied with all the rules framed by RITES from time to time for the protection of health and sanitary arrangements for workers employed by the Employer and its contractors.

CLAUSE 19 F Maternity Benefits Leave and pay during leave shall be regulated as follows : 1. Leave :

(i) in the case of delivery – maternity leave not exceeding 8 weeks, 4 weeks upto and including the day of delivery and 4 weeks following that day,

(ii) in the case of miscarriage – upto 3 weeks from the date of miscarriage.

2. Pay :

(i) in the case of delivery – leave pay during maternity leave will be at the rate of the women’s average daily earnings, calculated on total wages earned on the days when full time work was done during a period of three months immediately preceding the date on which she gives notice that she expects to be confined or at the rate of Rupee one only a day whichever is greater.

(ii) In the case of miscarriage – leave pay at the rate of average daily earning

calculated on the total wages earned on the days when full time work was done during a period of three months immediately preceding the date of such miscarriage.

3. Conditions for the grant of Maternity Leave :

No maternity leave benefit shall be admissible to a woman unless she has been employed for a total period of not less than six months immediately preceding the date on which she proceeds on leave.

4. The contractor shall maintain a register of Maternity (Benefit) in the Prescribed form

as shown in annexure – 1 and II, and the same shall be kept at the place of work. CLAUSE 19 G Action in case of Non-observance of Rules and Regulations In the event of the contractor (s) committing a default or breach of any of the provisions of RITES’ Contactor’s Labour Regulations and Model Rules for the protection of health and sanitary arrangements for the workers as amended from time to time or furnishing any information or submitting or filing any statement under the provisions of the above Regulations and Rules which is materially incorrect, he/ they shall, without prejudice to any other liability, pay to the Employer a sum not exceeding Rs.200/- for every default, breach or furnishing, making, submitting, filing such materially incorrect statements and in the event of the contractor(s) defaulting continuously in this respect, the penalty may be enhanced to Rs.200/- per day for each day of default subject to a maximum of 5 per cent

of the estimated cost of the work put to tender. The decision of the Engineer-in-Charge shall be final and binding on the parties. Should it appear to the Engineer-in-Charge that the contractor(s) is/ are not properly observing and complying with the provisions of the RITES Contractor’s Labour Regulations and Model Rules and the provisions of the Contract Labour (Regulation and Abolition) Act 1970, and the Contract Labour (R & A) Central Rules 1971, for the protection of health and sanitary arrangements for work-people employed by the contractor(s) (hereinafter referred as “the said Rules”) the Engineer-in-Charge shall have power to give notice in writing to the contractor (s) requiring that the said Rules be complied with and the amenities prescribed therein be provided to the work-people within a reasonable time to be specified in the notice. If the contractor (s) shall fail within the period specified in the notice to comply with and observe the said Rules and to provide the amenities to the work-people as aforesaid, the Engineer-in-Charge shall have the power to provide the amenities hereinbefore mentioned at the cost of the contractor (s). The contractor(s) shall erect, make and maintain at his/their own expense and to approved standards all necessary huts and sanitary arrangements required for his/ their work-people on the site in connection with the execution of the works, and if the same shall not have been erected or constructed, according to approved standards, the Engineer-in-Charge shall have power to give notice in writing to the contractor(s) requiring that the said huts and sanitary arrangements be remodelled and / or reconstructed according to approved standards and if the Contractor (s) shall fail to remodel or reconstruct such huts and sanitary arrangements according to approved standards within the period specified in the notice, the Engineer-in-Charge shall have the power to remodel or reconstruct such huts and sanitary arrangements according to approved standards at the cost of the contractor(s). CLAUSE 19 H Provision of Labour Camp with Amenities The contractor (s) shall at his/ their own cost provide his/ their labour with a sufficient number of huts (hereinafter referred to as the camp) of the following specifications on a suitable plot of land to be approved by the Engineer-in-Charge. i) a) The minimum height of each hut at the eaves level shall be 2.10m (7ft.) and

the floor area to be provided will be at the rate of 2.7 sq.m. (30 sq.ft.) for each member of the worker’s family staying with the labourer.

b) the contractor(s) shall in addition construct suitable cooking places having at

minimum area of 1.80m x 1.50m (6’x5’) adjacent to the hut for each family. c) The contractor(s) shall also construct temporary latrines and urinals for the

use of the labourers each on the scale of not less than four per each one hundred of the total strength, separate latrines and urinals being provided for women.

d) The contractor (s) shall construct sufficient number of bathing and washing

places, one unit for every 25 persons residing in the camp. These bathing and washing places shall be suitably screened.

ii) a) All the huts shall have walls of sun-dried or burnt laid in mud mortar or other

suitable local materials as may be approved by Engineer-in-Charge. In case of sun-dried bricks, the walls should be plastered with mud gobri on both sides. The floor may be kutcha but plastered with mud gobri and shall be at least 15 cm (6”) above the surrounding ground. The roofs shall be laid with thatch or any other materials as may be approved by the Engineer-in-Charge and the contractor shall ensure that throughout the period of their occupation the roofs remain water-tight.

b) The contractor(s) shall provide each hut with proper ventilation. c) All doors, windows, and ventilators shall be provided with suitable leaves for

security purposes.

d) There shall be kept an open space of at least 7.2m (8 yards) between the rows of huts which may be reduced to 6m (20 ft.) according to the availability of site with the approval of the Engineer-in-Charge. Back to back construction will be allowed.

iii) Water Supply - The contractor(s) shall provide adequate supply of water for the

use of labourers. The provisions shall not be less than two gallons of pure and wholesome water per head per day for drinking purposes and three gallons of clean water per head per day for bathing and washing purposes. Where piped water supply is available, supply shall be at stand posts and where the supply is from well or river, tanks which may be of metal or masonry, shall be provided. The contractor (s) shall also at his/ their own cost make arrangements for laying pipe lines for water supply to his/ their labour camp from the existing mains wherever available, and shall pay all fees and charges therefor.

iv) The site selected for the camp shall be high ground, removed from jungle. v) Disposal of Excreta – The contractor (s) shall make necessary arrangements for

the disposal of excreta from the latrines by trenching or incineration which shall be according to the requirements laid down by the Local Health Authorities. If trenching or incineration is not allowed the contractor (s) shall make arrangements for the removal of the excreta through the Municipal Committee/ authority and inform it about the number of labourers employed so that arrangements may be made by such committee/ authority for the removal of the excreta. All charges on this account shall be borne by the contractor and paid direct by him to the Municipality/ authority. The contractor shall provide one sweeper for every eight seats in case of dry system.

vi) Drainage – The contractor(s) shall provide efficient arrangements for draining away

sullage water so as to keep the camp neat and tidy. vii) The contractor(s) shall make necessary arrangements for keeping the camp area

sufficiently lighted to avoid accidents to the workers.

viii) Sanitation – the contractor(s) shall make arrangements for conservancy and sanitation in the labour camps according to the rules of the Local Public Health and Medical Authorities.

CLAUSE 19 I Compliance with instructions on removal from site of undesirable person The Engineer-in-Charge may require the contractor to dismiss or remove from the site of the work any person or persons in the contractors’ employ upon the work who may be incompetent or misconduct himself and the contractor shall forthwith comply with such requirements. CLAUSE 19 J Unauthorized occupation of building during construction It shall be the responsibility of the contractor to see that the building under construction is not occupied by any body unauthorisedly during construction, and is handed over to the Engineer-in-Charge with vacant possession of complete building. If such building though completed is occupied illegally, then the Engineer-in-Charge shall have the option to refuse to accept the said building/ buildings in that position. Any delay in acceptance on this account will be treated as the delay in completion and for such delay a levy upto 5% of tendered value of work may be imposed by the Engineer-in-Charge whose decision shall be final both with regard to the justification and quantum and be binding on the contractor. However, the Engineer-in-Charge, through a notice, may require the contractor to remove the illegal occupation any time on or before construction and delivery. CLAUSE 20 Minimum Wages Act to be Complied with The contractor shall comply with all the provisions of the Minimum Wages Acts, 1948, and Contract Labour (Regulation and Abolition) Act, 1970, amended from time to time and rules framed thereunder and other labour laws affecting contract labour that may be brought into force from time to time. CLAUSE 21 Work not to be sublet, Action in case of insolvency & Illegal Gratification etc. The contract shall not be assigned or sublet without the written approval of the Engineer-in-Charge. And if the contractor shall assign or sublet his contract, or attempt to do so, or become insolvent or commence any insolvency proceedings or make any composition with his creditors or attempt to do so, or if any bribe, gratuity, gift, loan, perquisite, reward or advantage pecuniary or otherwise, shall either directly or indirectly, be given, promised or offered by the contractor, or any of his servants or agent to any public officer or person in the employ of the Employer in any way relating to his office or employment, or if any

such officer or person shall become in any way directly or indirectly interested in the contract, the Engineer-in-Charge on behalf of the Employer shall have power to adopt the course specified in Clause 3 hereof in the interest of the Employer and in the event of such course being adopted the consequences specified in the said Clause 3 shall ensue. CLAUSE 22 Payment of Compensation All sums payable by way of compensation under any of these conditions shall be considered as reasonable compensation to be applied to the use of the Employer without reference to the actual loss or damage sustained and whether or not any damage shall have been sustained. CLAUSE 23 Changes in firm’s Constitution to be intimated Where the contractor is a partnership firm, the previous approval in writing of the Engineer-in-Charge 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 agreement whereunder the partnership firm would have the right to carry out the works hereby undertaken by the contractor. If previous approval as aforesaid is not obtained, the contract shall be deemed to have been assigned in contravention of Clause 21 hereof and the same action may be taken, and the same consequences shall ensue as provided in the said Clause 21. CLAUSE 24 Compliance with the Direction of the Engineer-in-Change All works to be executed under the contract shall be executed under the direction and subject to the approval in all respects of the Engineer-in-Charge who shall be entitled to direct at what point or points and in what manner they are to be commenced, and from time to time carried on. CLAUSE 25 Settlement of Disputes & Arbitration Except where otherwise provided in the contract all questions and disputes relating to the meaning of the specifications, design, drawings and instructions herein before mentioned and as to the quality of workmanship or materials used on the work or as to any other question, claim, right, matter or thing whatsoever in any way arising out of or relating to the contract, designs, drawings, specifications, estimates, instructions, orders or these conditions or otherwise concerning the works or the execution or failure to execute the same whether arising during the progress of the work or after the cancellation, termination, completion or abandonment thereof shall be dealt with as mentioned hereinafter :

i) If the contractor considers any work demanded of him to be outside the

requirements of the contract, or disputes any drawings, record or decision given in writing by the Engineer on any matter in connection with or arising out of the contract or carrying out of the work, to be unacceptable, he shall promptly within 15 days request the Engineer-in-Charge in writing for written instruction or decision. Thereupon, the Engineer-in-Charge shall give his written instructions or decision within a period of one month from the receipt of the contractor’s letter.

If the Engineer-in-Charge fails to give his instructions or decision in writing within the aforesaid period or if the contractor is dissatisfied with the instructions or decision of the Engineer-in-Charge, the contractor may, within 15 days of the receipt of the Engineer-in-Charge decision, appeal to the Appellate Authority specified in Schedule ‘F’ who shall afford an opportunity to the contractor to be heard, if the latter so desires, and to offer evidence in support of his appeal. The Appellate Authority shall give his decision within 30 days of receipt of Contractor’s appeal. If the contractor is dissatisfied with this decision, the contractor shall within a period of 30 days from receipt of the decision, give notice to the Accepting Authority specified in Schedule ‘F’ for referring the mater to arbitration at the end of completion of work failing which the said decision shall be final binding and conclusive and not referable to adjudication by the arbitrator.

ii) Except where the decision has become final, binding and conclusive in terms of Sub Para (i) all other claims which have earlier been referred to Accepting Authority as above on receipt of complete details of such claims with application to appoint an arbitrator within 120 days of completion of work or 120 days after receipt of information of preparation of final bill, but before signing the final bill shall be referred for adjudication through arbitration by a sole arbitrator appointed by the Accepting Authority. If the arbitrator so appointed is unable or unwilling to act or resigns his appointment or vacates his office due to any reason whatsoever, another sole arbitrator shall be appointed in the manner aforesaid. Such person shall be entitled to proceed with the reference from the stage at which it was left by his predecessor.

It is a term of this contract that the party invoking arbitration shall give a list of disputes with amount claimed in respect of each such dispute along with the notice for appointment of arbitrator and giving reference to the rejection by the Appellate Authority of the appeal. It is a term of this Contract that “Excepted matters” or matters where the decision of the Engineer-in-Charge or any higher authority has been stipulated as “Final and Binding” in various Clauses of Contract, stand specifically excluded from the purview of Arbitration. It is also a term of this contract that no person other than a person appointed by such Accepting Authority as aforesaid should act as arbitrator and if for any reason that is not possible, the matter shall not be referred to arbitration at all. It is also a term of this contract that if the contractor does not make any demand for appointment of arbitrator in respect of any claims in writing as aforesaid within 120 days of receiving the intimation from the Engineer-in-Charge that the final bill is ready for payment, the claim of the contractor shall be deemed to have been

waived and absolutely barred and the Employer shall be discharged and released of all liabilities under the contract in respect of these claims. The arbitration shall be conducted in accordance with the provisions of the Arbitration and Conciliation Act, 1996 (26 of 1996) or any statutory modifications or re-enactment thereof and the rules made there under and for the time being in force shall apply to the arbitration proceeding under this clause. It is also a term of this contract that the arbitrator shall adjudicate on only such disputes as are referred to him by the appointing authority and give separate award against each dispute and claim referred to him and in all cases where the total amount of the claims by any party exceeds Rs.1,00,000/- the arbitrator shall give reasons for the award. It is also a term of this contract that the arbitrator shall indicate i) the Award amount payable on the date of award ii) the period within which it is to be paid and iii) Simple rate of interest applicable beyond the stipulated free period till date of

payment of Award amount. It is also a term of the Contract that if any fees are payable to the arbitrator these shall be paid equally by both the parties. It is also a term of the contract that the arbitrator shall be deemed to have entered on the reference on the date he issues notice to both the parties calling them to submit their statement of claims and counter statement of claims. The venue of the arbitration shall be such place as may be fixed by the arbitrator in his sole discretion. The fees, if any, of the arbitrator shall, if required to be paid before the award is made and published, be paid half and half by each of the parties. The cost of the reference and of the award (including the fees, if any, of the arbitrator) shall be in the discretion of the arbitrator who may direct to any by whom and in what manner, such costs or any part thereof shall be paid and fix or settle the amount of costs to be so paid.

CLAUSE 26 Contractor to Indemnify the Employer against Patent Rights The contractor shall fully indemnify and keep indemnified the Employer 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 which may be payable in respect of any article or part thereof included in the contract. In the event of any claims made under or action brought against the Employer in respect of any such matters as aforesaid the contractor shall be immediately notified thereof and the contractor shall be at liberty, at his own expenses, to settle any dispute or to conduct any litigation that may arise therefrom, provided that the contractor shall not be liable to indemnify the Employer if the infringement of the patent or design or any alleged patent or design right is the direct result of an order passed by the Engineer-in-Charge in this behalf.

CLAUSE 27 Lumpsum Provisions in Tender When the estimate on which a tender is made includes lump sum in respect of parts of the work, the contractor shall be entitled to payment in respect of the items of work involved or the part of the work in question at the same rates as are payable under this contract for such items, or if the part of the work in question is not, in the opinion of the Engineer-in-Charge payable of measurement, the Engineer-in-Charge may at his discretion pay the lumpsum amount entered in the estimate, and the certificate in writing of the Engineer-in-Charge shall be final and conclusive against the contractor with regard to any sum or sums payable to him under the provisions of the Clause. CLAUSE 28 Action where no Specifications are specified In the case of any class of work for which there is no such specification as referred to in Clause 11, such work shall be carried out in accordance with the Bureau of Indian Standards Specifications. In case there is no such specification in Bureau of India Standards, the work shall be carried out as per manufacturer's specifications. In case there are no such specifications as required above, the work shall be carried out in all respects in accordance with the instructions and requirements of the Engineer-in-Charge. CLAUSE 29 With-holding and lien in respect of sums due from contractor i) Whenever any claim or claims for payment of a sum of money arises out of or

under the contract or against the contractor, the Engineer-in-Charge or the Employer shall be entitled to withhold and also have a lien to retain such sum or sums in whole or in part from the security Deposit and Performance Guarantee, if any deposited by the contractor and for the purpose aforesaid, the Engineer-in-Charge or the Employer shall be entitled to withhold the security deposit and performance guarantee, if any, furnished as the case may be and also have a lien over the same pending finalization or adjudication of any such claim. In the event of the security deposit and performance guarantee, being insufficient to cover the claimed amount or amounts or if no security deposit and performance guarantee has been taken from the contractor, the Engineer-in-Charge or the Employer shall be entitled to withhold and have a lien to retain to the extent of such claimed amount or amounts referred to above, from any sum or sums found payable or which may at any time thereafter become payable to the contractor under the same contract or any other contract with the Engineer-in-Charge of the Employer or any contracting person through the Engineer-in-Charge pending finalisation of adjudication of any such claim.

It is an agreed term of the contract that the sum of money or moneys so withheld or retained under the lien referred by the Engineer-in-Charge or the Employer will be kept withheld or retained as such by the Engineer-in-Charge or the Employer till the claim arising out of or under the contract is determined by the arbitrator (if the

contract is governed by the arbitration clause) or by the competent court, as the case may be and that the contractor will have no claim for interest or damages whatsoever on any account in respect of such withholding or retention under the lien referred to above and duly notified as such to the contractor. For the purpose of this clause, where the contractor is a partnership firm or a limited company, the Engineer-in-Charge or the Employer shall be entitled to withhold and also have a lien to retain towards such claimed amount or amounts in whole or in part from any sum found payable to any partner/ limited company as the case may be, whether in his individual capacity or otherwise.

ii) The Employer shall have the right to cause an audit and technical examination of the works and the final bills of the contractor including supporting vouchers, abstract, etc. to be made after payment of the final bill and if as a result of such audit and technical examination any sum is found to have been overpaid in respect of any work done by the contactor under the contract or any work claimed to have been done by him under the contract and found not to have been executed, the contractor shall be liable to refund the amount of over-payment and it shall be lawful for the Employer to recover the same from him in the manner prescribed in sub-clause (i) of this clause or in any other manner legally permissible; and if it is found that the contractor was paid less than what was due to him under the contract in respect of any work executed by him under it, the amount of such under payment shall be duly paid by the Employer to the contractor, without any interest thereon whatsoever.

Provided that the Employer shall not be entitled to recover any sum overpaid, nor the contractor shall be entitled to payment of any sum paid short where such payment has been agreed upon between the Engineer-in-Charge on the one hand and the contractor on the other under any term of the contract permitting payment for work after assessment by the Engineer-in-Charge.

CLAUSE 29 A Lien in respect of claims in other contracts Any sum of money due and payable to the contractor (including the security deposit and performance guarantee returnable to him) under the contract may be withheld or retained by way of lien by the Engineer-in-Charge or the Employer or any other contracting person or persons through Engineer-in-Charge against any claim of the Engineer-in-Charge or the Employer or such other person or persons in respect of payment of a sum of money arising out of or under any other contract made by the contractor with the Engineer-in-Charge or the Employer or with such other person or persons. It is an agreed term of the contract that the sum of money so withheld or retained under this clause by the Engineer-in-Charge or the Employer will be kept withheld or retained as such by the Engineer-in-Charge or the Employer till his claim arising out of the same contract or any other contract is either mutually settled or determined by the arbitration clause or by the competent court, as the case may be and that the contractor shall have no claim for interest or damages whatsoever on this account or on any other ground in respect of any sum of money withheld or retained under this clause and duly notified as such to the contractor.

CLAUSE 30 Employment of coal mining or controlled area labour not permissible The contractor shall not employ coal mining or controlled area labour falling under any category whatsoever on or in connection with the work or recruit labour from area within a radius of 32 km (20 miles) of the controlled area. Subject as above the contractor shall employ imported labour only from area, from which import is permitted. Where ceiling price for imported labour has been fixed by State or Regional Labour Committees not more than that ceiling price shall be paid to the labour by the contractor. The contract shall immediately remove any labourer who may be pointed out by the Engineer-in-Charge as being a coal mining or controlled area labourer. Failure to do so shall render the contractor liable to pay to the Employer a sum calculated at the rate of Rs.10/- per day per labourer. The certificate of the Engineer-in-Charge about the number of coal mining or controlled area labourers and the number of days for which they worked shall be final and binding upon all parties to this contract. It is declared and agreed between the parties that the aforesaid stipulation in this clause is one in which the public are interested within the meaning of the exception in Section 74 of Indian Contract Act, 1872. Explanation : Controlled Area means the following areas : Districts of Dhanbad, Hazaribagh, Jamtara-a Sub-division under Santhai Pargana Commissionery, Districts of Bankuara, Birbhum, Burdwan, District of Bilaspur. Any other area which may be declared a Controlled Area by or with the approval of the Central Government. CLAUSE 31 Unfiltered water supply required for the work The contractor(s) shall make his/their own arrangements for water required for the work and nothing extra will be paid for the same. This will be subject to the following conditions. i) That the water used by the contractor (s) shall be fit for construction purposes to

the satisfaction of the Engineer-in-Charge. ii) The Engineer-in-Charge shall make alternative arrangements for supply of water at

the risk and cost of contractor (s) if the arrangements made by the contractor(s) for procurement of water are in the opinion of the Engineer-in-Charge, unsatisfactory.

CLAUSE 31 A Employer’s water supply, if available

Water if available may be supplied to the contractor by the Employer subject to the following conditions: i) The water charges @1% shall be recovered on gross amount of the work done. ii) The contractor (s) shall make his/ their own arrangement of water connection and

laying of pipelines from existing main of source of supply. iii) The employer does not guarantee to maintain uninterrupted supply of water and it

will be incumbent on the contractor(s) to make alternative arrangements for water at his/ their own cost in the event of any temporary break down in the Employer’s water main so that the progress of his/ their work is not held up for want of water. No claim of damage or refund of water charges will be entertained on account of such break down.

CLAUSE 32 Alternate water arrangements i) Where there is no piped water supply arrangement and the water is taken by the

contractor from the wells or hand pump constructed by the Employer no charge shall be recovered from the contractor on that account. The contractor shall, however, draw water at such hours of the day that it does not interfere with the normal use for which the hand pumps and wells are intended. He will also be responsible for all damage and abnormal repairs arising out of his use, the cost of which shall be recoverable from him. The Engineer-in-Charge shall be the final authority to determine the cost recoverable from the contractor on this account and his decision shall be final and binding on the contractor.

ii) The contractor shall be allowed to construct temporary wells in the Employer’s land

for taking water for construction purposes only after he has got permission of the Engineer-in-Charge in writing. No charges shall be recovered from the contractor on this account, but the contractor shall be required to provide necessary safety arrangements to avoid any accidents or damage to adjacent buildings, roads and service lines. He shall be responsible for any accidents or damage caused due to construction and subsequent maintenance of the wells and shall restore the ground to its original condition after the wells are dismantled on completion of the work.

CLAUSE 33 Return of Surplus Materials Notwithstanding anything contained to the contrary in this contract, where any materials for the execution of the contract are procured with the assistance of the Employer either by issue from the Employer’s stocks or purchase made under orders or permits or licences issued by the Employer the contractor shall hold the said materials economically and solely for the purpose of the contract and not dispose of them without the written permission of the Employer and return, if required by the Engineer-in-Charge, all surplus or unserviceable materials that may be left with him after the completion of the contract or

at its termination for any reason whatsoever on being paid or credited such price as the Engineer-in-Charge shall determine having due regard to the condition of the materials. The price allowed to the contractor however shall not exceed the amount charged to him excluding the element of storage charges. The decision of the Engineer-in-Charge shall be final and conclusive. In the event of breach of the aforesaid condition the contractor shall in addition to throwing himself open to action for contravention of the terms of the licence or permit and/ or for criminal breach of trust, be liable to the Employer for all moneys, advantages or profits resulting or which in the usual course would have resulted to him by reason of such breach. CLAUSE 34 Hire of Plant & Machinery i) The contractor shall arrange at his own expense all tools, plant, machinery and

equipment (hereinafter referred to as T & P) required for execution of the work except for the Plant & Machinery listed in Schedule ‘C’ and stipulated for issue to the contractor. If the contractor requires any item of T&P on hire from the T&P available with the Employer over and above the T&P stipulated for issue, the Employer will, if such item is available, hire it to the contractor at rates to be agreed upon between him and the Engineer-in-Charge. In such a case all the conditions hereunder for issue of T&P shall also be applicable to such T&P as is agreed to be issued.

ii) Plant and Machinery when supplied on hire charges shown in Schedule ‘C’ shall be

made over and taken back at the Employer’s equipment yard/ shed shown in Schedule ‘C’ and the contractor shall bear the cost of carriage from the place of issue to the site of work and back. The contractor shall be responsible to return the plant and machinery in the condition in which it was handed over to him, and he shall be responsible for all damage caused to the said plant and machinery at the site of work or elsewhere in operation or otherwise or during transit including damage to or loss of parts and for all losses due to his failure to return the same soon after the completion of the work for which it was issued. The Engineer-in-Charge shall be the sole judge to determine the liability of the contractor and its extent in this regard and his decision shall be final and binding on the contractor.

iii) The plant and machinery as stipulated above will be issued as and when available

and if required by the contractor. The contractor shall arrange his programme of work according to the availability of the plant and machinery and no claim, whatsoever, will be entertained from him for any delay in supply by the Employer.

iv) The hire charges shall be recovered at the prescribed rates from and inclusive of

the date the plant and machinery made over upto and inclusive of the date of the return in good order even though the same may not have been working for any cause except major breakdown due to no fault of the contractor or faulty use requiring more than three working days continuously (excluding intervening holidays and Sundays) for bringing the plant in order. The contractor shall immediately intimate in writing to the Engineer-in-Charge when any plant or machinery gets out of order requiring major repairs as aforesaid. The Engineer-in-Charge shall record the date and time of receipt of such intimation in the log sheet of the plant or machinery. Based on this the breakdown before lunch period of

major breakdown will be computed considering half a day’s breakdown on the day of complaint. If the breakdown occurs in the post lunch period of major breakdown will be computed starting from the next working day. In case of any dispute under this clause the decision of the Engineer-in-Charge shall be final and binding on the contractor.

v) The hire charges shown above are for each day of 8 hours (inclusive of the one

hour lunch break) or part thereof. vi) Hire charges will include service of operating staff as required and also supply of

lubricating oil and stores for cleaning purposes. Power fuel of approved type, firewood, kerosene oil etc. for running the plant and machinery and also the full time chowkidar for guarding the plant and machinery against any loss or damage shall be arranged by the contractor who shall be fully responsible for the safeguard and security of plant and machinery. The contractor shall on or before the supply of plant and machinery sign an agreement indemnifying the Employer against any loss or damage caused to the plant and machinery either during transit or at site of work.

vii) Ordinarily, no plant and machinery shall work for more than 8 hours a day inclusive

of one hour lunch break. In case of an urgent work however, the Engineer-in-Charge may, at his discretion, allow the plant and machinery to be worked for more than normal period of 8 hours a day. In that case the hourly hire charges for over time to be borne by the contractor shall be 50% more than the normal proportionate hourly charges (1/8th of the daily charges) subject to a minimum of half day’s normal charges on any particular day. For working out hire charges for over time a period of half an hour and above will be charged as one hour and a period of less than half an hour will be ignored.

viii) The contractor shall release the plant and machinery every seventh day for

periodical servicing and/ or wash out which may take about three to four hours or more. Hire charges for full day shall be recovered from the contractor for the day of servicing/ wash out irrespective of the period employed in servicing.

ix) The plant and machinery once issued to the contractor shall not be returned by him

on account of lack of arrangements of labour and materials, etc. on his part. The same will be returned only when they are required for major repairs or when in the opinion of the Engineer-in-Charge the work or a portion of work for which the same was issued is completed.

x) Log Book for recording the hours of daily work for each of the plant and machinery

supplied to the contractor will be maintained by the Engineer-in-Charge and will be countersigned by the contractor or his authorized agent daily. In case the contractor contests the correctness of the entries and/ or fails to sign the Log Book the decision of the Engineer-in-Charge shall be final and binding on him. Hire charges will be calculated according to the entries in the Log Book and will be binding on the contractor. Recovery on account of hire charges for road rollers shall be made for the minimum number of days worked out on the assumption that a roller can consolidate per day maximum quantity of materials or area surfacing as will be advised to the contractor by the Engineer-in-Charge at the time of hiring out the Road Roller.

xi) In the case of concrete mixers, the contractors shall arrange to get the hopper

cleaned and the drum washed at the close of the work each day or each occasion. a) In case rollers for consolidation are employed by the contractor himself log book for such rollers shall be maintained in the same manner as is done in the case of the Employer’s rollers. Maximum quantity of any items to be consolidated for each roller day shall also be same as stipulated in Para x. For less use of rollers recovery for the less roller days shall be made at the stipulated issue rate.

xii) – Deleted – xiii) The contractor will be exempted from levy of any hire charges for the number of

days he is called upon in writing by the Engineer-in-Charge to suspend execution of the work, provided the Employer’s plant and machinery in question have, in fact, remained idle with the contractor because of the suspension.

xiv) In the event of the contractor not requiring any item of plant and machinery issued

by the Employer though not stipulated for issue in Schedule ‘C’ any time after taking delivery at the place of issue, he may return it after two days written notice or at any time without notice if he agrees to pay hire charges for two additional days without, in any way, affecting the right of the Engineer-in-Charge to use the said plant and machinery during the said period of two days as he likes including hiring out to a third party.

CLAUSE 35 Condition relating to use of asphaltic materials i) The contractor undertakes to make arrangement for the supervision of the work by

the firm supplying the tar or bitumen used. ii) The contractor shall collect the total quantity of tar or bitumen required for the work

as per standard formula, before the process of painting is started and shall hypothecate it to the Engineer-in-Charge. If any bitumen or tar remains unused on completion of the work on account of lesser use of materials in actual execution for reasons other than authorized changes of specification and abandonment of portion of work, a corresponding deduction equivalent to the cost of unused materials as determined by the Engineer-in-Charge shall be made and the material returned to the contractors. Although the materials are hypothecated to the Employer, the contractor undertakes the responsibility for their proper watch, safe custody and protection against all risks. The materials shall not be removed from site of work without the consent of the Engineer-in-Charge in writing.

iii) The contractor shall be responsible for rectifying defects noticed within a year from

the date of completion of the work and the portion of the security deposit relating to asphaltic work shall be refunded after the expiry of this period.

CLAUSE 36 Employment of Technical Staff and employees Contractors Superintendence, Supervision, Technical Staff & Employees.

i) The contractor shall provide all necessary superintendence during execution of the work and as long thereafter as may be necessary for proper fulfilling of the obligations under the contract.

The contractor shall immediately after receiving letter of acceptance of the tender and before commencement of the work, intimate in writing to the Engineer-in-Charge the name(s), qualifications, experience, age, address(s) and other particulars along with certificates, of the principal technical representative to be in charge of the work and other technical representative(s) who will be supervising the work. Minimum requirement of such technical representative(s) and their qualifications and experience shall not be lower than specified in Schedule ‘F’. The Engineer-in-charge shall within 3 days of receipt of such communication intimate in writing his approval or otherwise of such a representative to the Contractor. Any such approval may at any time be withdrawn and in case of such withdrawal the contractor shall appoint another such representative according to the provisions of this clause. Decision of the tender accepting authority shall be final and binding on the contractor in this respect. Such a principal technical representative and other technical representative(s) shall be appointed by the contractor soon after receipt of the approval from Engineer-in-Charge and shall be available at site before start of work. All the provisions applicable to the principal technical representative under the Clause will also be applicable to other technical representative(s). The principal technical representative and other technical representative(s) shall be present at the site of work for supervision at all times when any construction activity is in progress and also present himself/themselves as required in to the Engineer-in-Charge and/ or his designated representative to take instructions. Instructions given to the principal technical representative or other technical representative(s) shall be deemed to have the same force as if these have been given to the Contractor. The principal technical representative and other technical representative(s) shall be actually available at site fully during all stages of execution of work, during recording/checking/test checking of measurement of works and whenever so required by the Engineer-in-Charge and shall also note down instructions conveyed by the Engineer-in-Charge or his designated representative in the site order book and shall affix his/their signature in token of noting down the instructions and in token of acceptance of measurements /checked measurements /test checked measurements. The representative(s)/ shall not look after any other work. Substitutes, dully approved by Engineer-in-Charge of the work in similar manner as aforesaid shall be provided in event of absence of any of the representative(s) by more than two days. . If the Engineer-in-Charge, whose decision in this respect is final and binding on the contractor, is convinced that no such technical representative(s) is /are effectively appointed or is /are effectively attending or fulfilling the provision of this clause, a recovery (none refundable) shall be effected from the contractor as specified in Schedule ‘F’ and the decision of the Engineer-in-Charge as recorded in the site order book and measurement recorded /checked /test checked in Measurement Books shall be final and binding on the contractor. Further if the contractor fails to appoint a suitable Principal technical representative and /or other technical representative(s) and if such appointed persons are not effectively present or

are absent by more than two days without dully approved substitutes or do not discharge their responsibilities satisfactorily, the Engineer-in-Charge shall have full powers to suspend the execution of the work until such date as suitable other technical representative(s) is/are appointed and the contractor shall be held responsible for the delay so caused to the work. The contractor shall submit a certificate of employment of the technical representative(s) along with every on account bill/ final bill and shall produce evidence if at any time so required by the Engineer-in-Charge.

ii) The contractor shall provide and employ on the site only such technical assistants as are skilled and experienced in their respective fields and such foremen and supervisory staff as are competent to give proper supervision to the work.

The contractor shall provide and employ skilled, semiskilled and unskilled labour as is necessary for proper and timely execution of the work. The Engineer-in-Charge shall be at liberty to object to and require the contractor to remove from the works any person who in his opinion misconducts himself, or is incompetent or negligent in the performance of his duties or whose employment is otherwise considered by the Engineer-in-Charge to be undesirable. Such person shall not be employed again at works site without the written permission of the Engineer-in-Charge and the persons so removed shall be replaced as soon as possible by competent substitutes.

CLAUSE 37 Levy/ Taxes payable by Contractor i) Sales Tax/VAT or any other Tax on materials, Sales Tax on Works (if any) and Tax

of any type on Labour in respect of this contract shall be payable by the contractor and the Employer, shall not entertain any claim whatsoever in this respect.

ii) The contractor shall deposit royalty and obtain necessary permit for supply of the

red bajri, stone, kankar, etc. from local authorities. iii) If pursuant to or under any law, notification or order any royalty, cess or the like

becomes payable by the Employer and does not any time become payable by the contractor to the State Government or Local authorities in respect of any material used by the contractor in the works then in such a case, it shall be lawful to the Employer and it will have the right and be entitled to recover the amount paid in the circumstances as aforesaid from dues of the contractor.

iv) Tax Deduction at Source will be done by the Employer towards Income Tax, Sales

Tax on works and any other tax as required by law, from the Running Account and Final Bills.

CLAUSE 38 Conditions for reimbursement of levy/ taxes if levied after receipt of tenders

i) All tendered rates shall be inclusive of all taxes and levies payable under respective statutes. However, pursuant to the Constitution (46th Amendment) Act, 1982 if any further tax or levy is imposed by Statute, after the last stipulated date for the receipt of tender including extensions if any and the contractor thereupon necessarily and properly pays such taxes/ levies the contractor shall be reimbursed the amount so paid, provided such payment, if any, is not, in the opinion of the Engineer-in-Charge (whose decision shall be final and binding on the contractor) attributable to delay in execution of work within the control of the contractor.

ii) The contractor shall keep necessary books of accounts and other documents for

the purpose of this condition as may be necessary and shall allow inspection of the same by a duly authorized representative of the Employer and/ or the Engineer-in-Charge and further shall furnish such other information/ document as the Engineer-in-Charge may require from time to time.

iii) The contractor shall, within a period of 30 days of the imposition of any such further

tax or levy, pursuant to the Constitution (Forty Sixth Amendment) Act 1982, give a written notice thereof to the Engineer-in-Charge that the same is given pursuant to this condition, together with all necessary information relating thereto.

CLAUSE 39 Termination of Contract on death of Contractor Without prejudice to any of the rights or remedies under this contract if the contractor dies, the Engineer-in-Charge on behalf of the Employer shall have the option of terminating the contract without compensation to the contractor. CLAUSE 40 If relation working in the Employer’s Organisation then the contractor not allowed to tender The contractor shall not be permitted to tender for works in the Employer’s Unit (responsible for award and execution of contracts) in which his near relative is posted ad Divisional Accountant or equivalent or as an officer in any capacity between the grades of the Superintending Engineer or equivalent and Assistant Engineer or equivalent (both inclusive). He shall also intimate the names of persons who are working with him in any capacity or are subsequently employed by him and who are near relatives to any Gazetted Officer in the Employer’s organization. Any breach of this condition by the contractor would render him liable to be removed from the approved list of contractors if any of this Employer. If however the contractor is registered in any other department, he shall be debarred from tendering for any work under the Employer for any breach of this condition. NOTE : By the term “near relatives” is meant wife, husband, parents and grand parents, children and grand children, brothers and sisters, uncles, aunts and cousins and their corresponding in-laws. CLAUSE 41

No Gazetted Engineer to work as Contractor within two years of retirement No engineer of gazetted rank or other gazetted officer employed in engineering or administrative duties in an engineering department of the Employer shall work as a contractor or employee of a contractor for a period of two years after his retirement from the Employer’s service without the previous permission of the Employer in writing. This contract is liable to be cancelled if either the contractor or any of his employees is found at any time to be such a person who had not obtained the permission of the Employer as aforesaid, before submission of the tender or engagement in the contractor’s service, as the case may be. CLAUSE 42 Return of material and recovery for excess material issued i) After completion of the work and also at any intermediate stage in the event of non-

reconciliation of materials issued, consumed and in balance – (see Clause 10), theoretical quantity of materials issued by the Employer for use in the work shall be calculated on the basis and method given hereinunder :

a) Quantity of cement & bitumen shall be calculated on the basis of quantity of cement

& bitumen required for different items of work as shown in the Schedule of Rates mentioned in Schedule ‘F’. In case any item is executed for which standard constants for the consumption of cement or bitumen are not available in the above mentioned schedule/ statement or cannot be derived from the same shall be calculated on the basis of standard formula to be laid down by the Engineer-in-Charge.

b) Theoretical quantity of steel reinforcement or structural steel sections shall be taken

as the quantity required as per design or as authorized by Engineer-in-Charge, including authorized lappages, chairs etc. plus 3% wastage due to cutting into pieces, such theoretical quantity being determined and compared with the actual issues each dia meter wise, section wise and category wise. separately.

c) Theoretical quantity of GI & CI or other pipes, conduits, wires and cables, pig lead

and GI/ MS sheets shall be taken as quantity actually required and measured plus 5% for wastage due to cutting into pieces (except in the case of GI/ MS sheets it shall be 10%) such determination and comparison being made diameter wise & category wise.

d) For any other material as per actual requirements. ii) Over the theoretical quantities of materials so computed a variation shall be

allowed as specified in Schedule ‘F’. The difference in the net quantities of material actually issued to the contractor and the theoretical quantities including such authorized variation, if not returned by the contractor or if not fully reconciled to the satisfaction of the Engineer-in-Charge within fifteen days of the issue of written notice by the Engineer-in-Charge to this effect shall be recovered at the rates specified in Schedule ‘F’, without prejudice to the provision of the relevant conditions regarding return of materials governing the contract. Decision of

Engineer-in-Charge in regard to theoretical quantities of materials, which should have been actually used as per the Annexure of the standard schedule of rates and recovery at rates specified in Schedule ‘F’, shall be final & binding on the contractor.

For non scheduled items, the decision of the Engineer-in-Charge regarding theoretical quantities of materials which should have been actually used, shall be final and binding on the contractor.

iii) The said action under this clause is without prejudice to the right of the Employer to take action against the contractor under any other conditions of contract for not doing the work according to the prescribed specifications.

CLAUSE 43 Compensation during warlike situations The work (whether fully constructed or not) and all materials, machines, tools and plants, scaffolding, temporary buildings and other things connected therewith shall be at the risk of the contractor until the work has been delivered to the Engineer-in-Charge and a certificate from him to that effect obtained. In the event of the work or any materials properly brought to the site for incorporation in the work being damaged or destroyed in consequence of hostilities or warlike operation, the contractor shall when ordered (in writing) by the Engineer-in-Charge to remove any debris from the site, collect and properly stack or remove in store all serviceable materials salvaged from the damaged work and shall be paid at the contract rates in accordance with the provision of this agreement for the work of clearing the site of debris, stacking or removal of serviceable material and for reconstruction of all works ordered by the Engineer-in-Charge, such payment being in addition to compensation upto the value of the work originally executed before being damaged or destroyed and not paid for. In case of works damaged or destroyed but not already measured and paid for, the compensation shall be assessed by the Engineer-in-Charge. The contractor shall be paid for the damages/ destruction suffered and for the restoring the material at the rate based on analysis of rates tendered for in accordance with the provision of the contract. The certificate of the Engineer-in-Charge regarding the quality and quantity of materials and the purpose for which they were collected shall be final and binding on all parties to this contract. Provided always that no compensation shall be payable for any loss in consequence of hostilities or warlike operations (a) unless the contractor had taken all such precautions against air raid as are deemed necessary by the ARP Officer or the Engineer-in-Charge (b) for any material etc. not on the site of the work or for any tools, plant, machinery, scaffolding, temporary building and other things not intended for the work. In the event of the contractor having to carry out reconstruction as aforesaid, he shall be allowed such extension of time for its completion as is considered reasonable by the Engineer-in-Charge. CLAUSE 44

Apprentices Act provisions to be complied with The contractor shall comply with the provisions of the Apprentices Act, 1961 and the rules and orders issued thereunder from time to time. If he fails to do so, his failure will be a breach of the contract and the Engineer-in-Charge may, in his discretion, cancel the contract. The contractor shall also be liable for any pecuniary liability arising on account of any violation by him of the provisions of the said Act. CLAUSE 45 Release of Security Deposit after Labour Department clearance Security Deposit of the work shall not be refunded till the contractor produces a clearance certificate from the Labour Officer. As soon as the work is virtually complete the contractor shall apply for the clearance certificate to the Labour Officer under intimation to the Engineer-in-Charge. The Engineer-in-Charge, on receipt of the said communication, shall write to the Labour Officer to intimate if any complaint is pending against the contractor in respect of the work. If no complaint is pending, on record till after 3 months after completion of the work and/ or no communication is received from the Labour Officer to this effect till six months after the date of completion, it will be deemed to have received the clearance certificate and the Security Deposit will be released if otherwise due.

SECTION-3: SPECIAL CONDITION OF CONTRACT

SPECIAL CONDITIONS OF CONTRACT 1. GENERAL: 1.1 The following Special Conditions shall be read in conjunction with General

Conditions of Contract and amendments/corrections thereto. If there are any provisions in these Special Conditions which are at variance with the provisions in the above mentioned documents, the provisions in these Special Conditions shall take precedence.

a) The work in general shall be carried out as per the description of the individual item in the BOQ and/or as per stipulations of workmanship and materials given in CPWD specifications, 1991-92 (Vol. I to Vol. III) and CPWD Specifications 1996 (Vol. IV to Vol. VI), Delhi with upto date correction slips for Civil Works and CPWD Specifications 1994 for Electrical Works and Additional Specifications /Drawings forming part of the Tender Documents.

b) For any other items of work, not covered in the above para, the same shall

be done as per latest relevant ISI codes of Practice, IRC publications. c) For any items of work not covered in the above paras, the same shall be

done as per sound engineering practice as directed/ approved by Engineer-in-Charge.

2. DEFINITIONS 2.1 a) Sub-Contractor

The term "Sub-Contractor" used herein refers to a party or parties having a direct contract with the Contractor to whom any part of the contract has been sublet by the contractor with the consent in writing of the Engineer-in-Charge.

b) Drawings

"Drawings" means the Drawings referred to in the contract and any modification of such drawings approved in writing by the Engineer-in-charge and such other drawings as may from time to time be furnished or approved in writing by the Engineer-in-charge.

c) Month "Month" shall mean the English Calendar month. 3. TENDER DRAWINGS

Tender drawings if any enclosed are for reference only to give an idea of the type of structure. The work has to be executed as per Good for construction drawings to be issued during the course of execution and contractor will not have any claim for any deviation/variation in the Good for construction drawings from the tender drawings.

4. INSPECTION OF SITE: 4.1 For the purpose of inspection of site and relevant documents the contractor is

required to contact the concerned Project Manager of RITES at Gurgaon who shall give reasonable facilities for inspection of the site. The contractor shall have to satisfy himself as to the nature of the site of work, local facilities of access, availability of materials and all other matters affecting his prices for the execution and completion of work. He is required to make himself fully acquainted with nature and scope of work. No claim on this account will be entertained.

5. SCOPE OF WORK 5.1 The contractor shall execute Civil, Water Supply, Drainage, Sanitary; Rainwater

harvesting, sanitary installations alongwith internal Electrification Fire fighting, Passenger lifts and EPABX system etc. pertaining to the above work as per designs, drawings, specifications and written instructions of the Engineer-in-Charge or his authorized representative.

5.2 a) Electrical Works will be got executed by “A” Class License Holder from CEIG. b) Water Supply and Sewerage Works will be got executed through License

Holder Plumbers. 5.3 All correspondence with RITES shall be with the Manager/ DGM at site and Jt.

General Manager (CP)/RITES, 3rd Floor , Left Wing, RITES BHAWAN, PLOT-1, SECTOR-29, GURGAON - 122001 at Head Quarter or as directed by them. The contractor shall carry out any addition or alteration work other than that specified in the Bill of Quantities as and when required by the employer with in the period of completion of the project.

6. HANDING OVER OF THE SITE 6.1 The RITES/GURGAON GRAMIN BANK shall hand over the site where the works

are to be executed within 7 days of the date of issue of the Letter of Award to the contractor for enabling him to commence the works immediately. However, no compensation shall be paid to the contractor on account of any delay in handing over of the site by RITES/GURGAON GRAMIN BANK.

6.2 The contractor is requested to make arrangements for protections of site at

which the works are to be executed from inundation due to water, floods or other such situations etc. No compensation shall be allowed for any delay in execution of the works on account of water standing of the site of works and no claims for an extra rate shall be entertained unless otherwise expressly specified.

6.3 The contractor shall not enter upon or commence any portion of work except with

the written authority and instructions of the Engineer-in-charge or of his subordinate

in charge of work, failing such authority; the contractor shall have no claim to ask for measurements or payment for work.

6.4 After taking over possession of site from RITES/GURGAON GRAMIN BANK the

contractor shall keep it free from all encroachments till completion and handing over of the work. The contractor shall be liable to pay damages to RITES/GURGAON GRAMIN BANK in case any encroachments occur in the site of work at any time after taking possession from RITES/GURGAON GRAMIN BANK till completion of work:

7. ACCURACY OF LINES, LEVELS AND GRADES: 7.1 The various works shall be done true to line, level and grade. The periodical

checking of these by the Engineer-in-Charge or his Representative shall not absolve the Contractor of his responsibility regarding their accuracy. In case of any deviation or discrepancy in line, level or grade at the meeting faces, the contractor shall make good the discrepancy at his own cost and without any compensation for the additional work, if any, involved, whenever such a discrepancy is found to arise at the junction of works being carried out by different Contractors the responsibility to set right their respective discrepancies shall be fixed by the Engineer-in-Charge concerned. Engineer-in-Charge shall further have the unquestioned right, if need be to rectify the discrepancies and recover the cost from the Contractor or Contractors according to proportions as he may consider reasonable.

7.2 The details of location and the G.S.T. values of the nearest permanent bench

marks shall be obtained by the Contractor in writing from the Engineer-in-Charge. Temporary bench mark for day to day use shall be fixed with reference to above permanent bench marks with double leveling.

8. SURVEYING AND MEASURING EQUIPMENTS 8.1 Equipment’s for surveying and Measurements of the work shall be procured by the

contractor for his use at his own cost. The same shall also be made available to the Engineer-in-Charge without any charges for use on this work.

9. SUFFICIENCY OF TENDER: 9.1 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 Bill of Quantities which rates and prices shall except as otherwise provided, cover all his obligations under the Contract and every thing necessary for the proper completion and maintenance of the works.

10. CO-ORDINATION: 10.1 The Contractor shall co-operate with any other agency working in the same

project, compare plans, specifications and the time schedules and so arrange his work that there will be no interference. The Contractor shall forward to the Engineer-in-charge all correspondence and drawings so exchanged. Failure to

check plans for conditions will render the contractor responsible for bearing the cost of any subsequent change found necessary or damages done.

10.2 However, contractor shall afford necessary facilities to execute the work

simultaneously with other agencies executing the works like electrification, horticulture, external services and other building works for the same project. No claim on this account shall be entertained by RITES/DELHI POLICE.

11. ORDER OF PRECEDENCE IN CASE OF ERRORS, OMISSIONS AND

DISCREPANCIES 11.1 In case of errors, omissions, and /or disagreement between the written and the

scaled dimensions on the drawings or between the drawings and the specifications, the following order of precedence shall apply:

i) In case discrepancies in dimensions of any item of work as described

between the descriptive specifications and detailed working drawings, the dimensions given in the detailed working drawings shall apply.

ii) In case of discrepancies in description of scope of work between that as

indicated in the item of work given in Bill of Quantities and the corresponding detailed technical specification, the former shall apply.

iii) Figured dimensions shall supercede scale dimensions. The drawings on a

large scale shall take precedence over those on a smaller scale. iv) Drawings issued as construction drawings from time to time shall

supercede the corresponding drawings previously issued. 12. DISCREPANCY IN STRUCTURAL AND ARCHITECTURAL DRAWING 12.1 The structural and architectural drawings shall at all times be properly co-related

before executing any work. In case of any discrepancy the same should be brought to the notice of Engineer-in-Charge, immediately.

13. ALTERATIONS IN SPECIFICATION AND DESIGN: 13.1 The Engineer-in-Charge shall have power to make any alteration in,

omissions from, additions to or substitutions for, original specifications drawings, designs and instructions that may appear to him to be necessary during the progress of the work and the contractor shall carry out the work in accordance with any instructions which may be given to him in writing signed by the Engineer-in-Charge and such alterations, omissions, additions or substitutions shall not invalidate the contract and any altered, additional or substituted work which the contractor may be directed to do in the manner above specified as part of the work shall be carried out by the contractor on the same conditions in all respects in which he agreed to do the main work.

14. STANDARD OF WORKMANSHIP:

14.1 To determine the acceptable standard of workmanship, the contractor shall execute portion of the item of work as sample for approval of the Engineer-in-charge before taking up the actual execution of the particular item of work. 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. The contractor is required to inform at least seven days in advance before starting of any new items of work.

14.2 All materials or workmanship which the opinion of Engineer-in-Charge is defective

or unsuitable shall be removed and substituted immediately from the site within a reasonable time to be fixed by the Engineer-in-Charge depending on the requirement in each case, failing which the same shall be removed at the risk and cost of the Contractor. No claim whatever shall be entertained on this account.

15. PROGRAMME OF WORKS AND PROGRESS REPORTS: 15.1 Contractor to submit Programme After the acceptance of his Tender the Contractor within fifteen days shall submit

to the Engineer-in-charge for his approval a detailed programme taking into account the total time period stipulated in the contract showing the order, procedure and method in which he proposes to carry out the works.

He shall furnish particulars in writing of his arrangements of manpower, plant and

machinery, centering and shuttering & other resources e.g. owned and dedicated to this work. Cash flow during the execution of project for procurement of materials and for carrying out of the works including temporary works which the contractor intends to supply/use or construct as the case may be is also to be furnished.

In support of this programme the contractor shall submit a work schedule in the form of a CPM/PERT Chart. The Engineer-in-Charge shall modify the programme submitted by the contractor and approval shall be given by the Engineer-in-Charge indicating the major milestones. The programme approved by the Engineer-in-Charge shall be final and binding on the contractor. The approval by the Engineer-in-charge of such programme for furnishing of such particulars shall not relieve the contractor of any of his duties or responsibilities under the contract. During the progress of work, the contractor shall be required to furnish the resource mobilisation plan as required by Engineer-in-Charge to keep up the target date of completion.

15.2 Progress reports and schedules The contractor shall submit to the Engineer-in-charge by the third day of every

fortnight six (6) copies of a report duly updated alongwith CPM/PERT in an approved proforma showing the progress made in construction of the works during the previous month.

15.3 The contractor shall also submit by the end of every month his anticipated progress schedule for all items of work for the following month in six(6) copies in an approved proforma to the Engineer-in-charge.

16. REGULATION AND BYE-LAWS 16.1 The contractor shall conform to the regulations, bye laws or any other statutory

rules made by any local authorities or by the Government and shall protect and indemnify the Employer against any claims or liability arising from or based on the violations of any such laws, ordinance, regulations, orders and decrees etc.

17. CONTRACT AGREEMENT: 17.1 The agreement shall be executed on a non-judicial stamp paper of appropriate

value as per Indian Stamp Act applicable in the State in which works are being executed and the cost of the stamp paper shall be borne by the contractor.

18. ROYALTY: 18.1 Royalty at the prevalent rates shall have to be paid by the contractor on all the

boulders, metal, shingle, sand and moorum etc., collected by him for the execution of the work direct to the Revenue Authority of the State Govt., concerned or to any private party who has the right on such a land. Claim on this account shall not be entertained by the RITES/GURGAON GRAMIN BANK.

19. INCOME TAX DEDUCTIONS: 19.1 Appropriate deductions as per relevant Income Tax Rules applicable at the time

shall be made on bills submitted by the contractor. 20. SALES TAX/ VAT ON WORKS CONTRACT (WORKS CONTRACT TAX) 20.1 The works contract tax if levy-able will be paid by the contractor to the Concerned

Authorities. Hence, the rate quoted by the contractors shall include this element on account of works contract tax.

21. RATES TO BE INCLUSIVE OF ALL LEADS, LIFTS ETC. 21.1 The rates quoted by the contractor for all items except those where specific

provisions indicated in the schedule of quantities shall include all leads, lifts, heights and nothing extra shall be paid on this account.

22. WATER AND ELECTRIC SUPPLY 22.1 The RITES/GURGAON GRAMIN BANK will not be responsible for the supply of

water and Electric power to the contractor. The contractor shall make his own arrangements for temporary connections required if any and make necessary

payment for it direct to the Department concerned. Nothing shall be payable by RITES/GURGAON GRAMIN BANK on this account.

23. CONSUMPTION OF CEMENT/BITUMEN: 23.1 Proper record of daily consumption of cement and bitumen etc., shall be

maintained at the site of work for each item as directed by the Engineer-in-charge. 24. PROCURMENT OF MATERIALS 24.1 Cement and Steel shall be purchased from the reputed suppliers and as per

IS requirement in order to ensure proper and consistant quality. Prior approval from the Engineer-in-charge will be necessary for the source of supply. Test certificates shall be submitted for approval with each batch.

24.2.1 Steel used for reinforcement work shall be either mild steel or Tor-steel or TMT

(thermo mechanical treated) as described in the drawings. The Reinforcement shall be procured only from TATA or Rashtriya Ispat Nigam. No Local rolled/re-rolled material shall be acceptable. All reinforcement shall be clean and free from loose mill scales, dust, loose rust, coats of paints, oil or other coatings which may destroy or reduce bond. It shall be stored in such a way as to avoid distortion and to prevent deterioration and corrosion.

24.2.2 Cement to be used shall be Ordinary Portland cement conforming to IS: 8112-(43

grades) or IS: 12269 (53 grade). The cement shall be procured only from big manufactures and no cement from Mini plants shall be allowed. Contractor has to get the Manufacturers name/ brand of cement approved in writing from Engineer-in-charge before start of supply of cement.

24.3 Water used for construction work shall be clean and reasonably free from

injurious quantities of deleterious materials such as oils, acids, alkali’s, salts and vegetable growth. Generally potable water shall be used.

24.4 Forming, leaving, cutting necessary chases, recess holes wherever required in

walls, floors, ceiling and making good in cement mortar (1:3) and finished to match the adjoining surfaces for internal electrification, internal water supply, plumbing etc.

25. ACCOMMODATION FOR STORAGE OF MATERIALS AND LABOUR :

25.1 No storage accommodation will be made by RITES/GURGAON GRAMIN BANK for

materials arranged by contractor. In case of any provision in the contract for supply of materials to the contractor by RITES/GURGAON GRAMIN BANK, the contractor shall make his own arrangements for storage for the same. No extra facilities for accommodation for Labour shall be given except as is available at the site of Construction. Nothing extra on this account shall be entertained by RITES/GURGAON GRAMIN BANK.

25.2 All the stores and materials except the materials stipulated for issue by the

RITES/GURGAON GRAMIN BANK, required for the satisfactory Completion of the

work shall be arranged by contractor from his own sources/open market. The contractor shall arrange adequate storage space and arrangement for procurement of construction materials to keep up the required progress and pace of work during the currency of the contract, particularly in the monsoon season. No claim whatsoever shall be entertained by the RITES/GURGAON GRAMIN BANK on account of delay in either providing these materials or non- availability of these materials in the market.

26. TESTING OF MATERIALS 26.1 The contractor shall produce all the materials well in advance so that there is

sufficient time for testing of the materials and clearance of the same before incorporation in the work.

26.2 All the materials to be used in and on every part of the works shall be subjected

from time to time at such tests as given in Annexure -"A" (List of Mandatory Tests). These tests/norms are the Minimum requirement and the Engineer-in-Charge may supplement these with additional tests/checks according to the site condition, at no extra cost. Such test shall be performed at the expenses of the contractor. The samples for tests shall be in all cases selected by the Engineer-in-charge and supplied by the contractor as part of the contract. If at any time, any material so tested, fails to meet the acceptance criteria, the same shall be removed from the site of works and other materials substituted therefore, but in the absence of any specified test/acceptance criteria, the decision of the Engineer-in-charge shall be final and binding as to whether the said material or materials shall be used on the works, or forthwith removed and other material substituted.

26.3 The contractor shall produce on demand from Engineer-in-charge, the

manufacturing certificates certifying that the materials conform to the technical specifications.

26.4 The contractor has to establish, at his own cost, a testing Laboratory/field

laboratory as given in Annexure - "A" (List of Minimum Laboratory Equipments to be Provided for the Field Quality Control Laboratory) to conduct regular and routine daily tests on materials, measurements of temperature and any other tests stipulated in the particular specifications of the items to be executed in the contract.

26.5 The contractor shall permit the Engineer-in-charge or his authorised representative

to be present during any of or all the tests. The notification to the Engineer-in-charge that the work has been completed, the contractor shall make under the direction and in the presence of Engineer-in-charge such tests and inspections as have been specified or as the engineer-in-charge shall consider necessary to determine whether or not the full intent of requirements of the plans and specifications have been fulfilled. in case the work does not meet the full intent of the specifications it shall be rectified by the contractor at no extra cost and the contractor shall bear all the expenses for any further tests considered necessary.

26.6 For any tests as directed by the Engineer-in-charge, that have to be carried out at an outside laboratory, the cost of such tests, materials, transport etc., shall be borne by the contractor.

26.7 In case there is any discrepancy in frequency of testing as given in Annexure -"A"

and as shown in the list of mandatory tests and that in individual sub-heads of work as per CPWD Specifications, 1991-92 (Vol.I to Vol.III) and CPWD Specifications 1996 (Vol. IV to VI) with upto date correction slips, the higher of the two frequencies of testing shall be followed, and nothing extra shall be payable to the contractor on this account.

26.8 The contractor shall arrange for conducting the tests specified in Quality

Plan in presence of an officer, authorized by the Engineer-in-Charge. Full records of all the tests conducted shall be maintained by the contractor in the format given by Engineer-in-Charge and will be made available to the Engineer-in-Charge or to any officer authorized by him. A copy of such record will be submitted to RITES/GURGAON GRAMIN BANK for examination/scrutiny at 30%, 60% and 90% progress of work. The payment to Contractor at these stages shall be released only after examination/scrutiny of test results/reports by the RITES/GURGAON GRAMIN BANK.

27. STORAGE OF MATERIALS AT SITE 27.1 a) Cement bags shall be stacked by the contractor in separate godowns

constructed by him having as per the CPWD specifications with weather proof roofs and walls.

b) Cement shall be kept under double lock system in godown fixed with the door.

The key of one lock shall remain with the representative of the Engineer-in-charge at the site of work and that of the other with the contractor or his authorized agent. Day to day receipts and issue accounts of cement shall be maintained in the prescribed register and signed by the contractor or his authorized agent.

c) The contractor shall construct suitable godowns at the site of work for storing

the materials 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 own cost.

e) Material brought to site by the contractor shall be the Property of

RITES/GURGAON GRAMIN BANK and will be under the control of Engineer-in-charge. Contractor shall not remove these materials without the written consent of Engineer-in-charge.

28. PERFORMANCE TEST OF THE INSTALLATIONS

28.1 The contractor shall give a performance test of the entire installation(s) as far standard specifications before the work is finally accepted and nothing extra whatsoever shall be payable to the contractor for the test.

29. SITE ORDER BOOK: 29.1 A site order book shall be kept at the RITES' office on the site of the work. As far as

possible, all orders regarding the works are to be entered in this book. All entries therein shall be signed by the Engineer-in-Charge or his representative and the contractor or his representative. In important cases, the Engineer-in-Charge will countersign the entries which have been made. The site order book shall not be removed from the work site except with written permission of the Engineer-in-Charge and the Contractor or his representative shall be bound to take note of all instructions and directions meant for the Contractor as entered in the site order book without having to be called on separately to note them. The Engineer-in-Charge shall submit periodically copies of the remarks in the site order book to the RITES/GURGAON GRAMIN BANK for periodical review and to the contractor for submitting compliance report.

30. FOUNDATION DEPTHS/LEVELS: 30.1 The drawings indicate the general foundation levels to be adopted for the different

conditions of the structures. During execution these levels may be modified to suit the site conditions. The Contractor shall not be liable to any compensation for any minor delays on this account.

31. APPROACH ROAD: 31.1 RITES/GURGAON GRAMIN BANK shall not provide any approach road. It is the

responsibility of the Contractor to ensure the carriage of materials at site without any hindrances. Nothing extra shall be paid to the Contractor in this regard. If any road or pathway is required for supply of materials or for any other purpose in connection with execution of this work, the contractor shall provide them at his own cost.

32 INSURANCE OF WORKS, ETC. 32.1 Contractor should obtain “Contractors All Risk Policy” (CAR POLICY) insurance

covering insurance of Plant and Equipment, workmen and third party liability etc. for any kind of loss or damages occurring during operation/maintenance of the Project before commencement of the work and have to submit the original copy to the

Engineer in-charge. In case contractor fail to submit the CAR policy within 15 Days of award of work or insure for a lees period than required, an amount of Rs 2000 per day in addition to the cost of premiums saved by the contractor shall be deducted from the contractors payment for the period of default. In case contractor do not submit the CAR policy up to 45 days of award of work, RITES/ GURGAON GRAMIN BANK shall get the work insured at contractors cost and the amount of insurance along with default amount for 30 days shall be recovered from the contractors payment.

33 DAMAGE TO PERSONS AND PROPERTY 33.1 The Contractor shall, except if and so far as the Contract provides otherwise,

indemnify the RITES against all losses and claims in respect of injuries or damages to any person or material or physical damage to any property whatsoever which may arise out of or in consequence of the execution and maintenance of the Works and against all claims proceedings, damages, costs, charges and expenses whatsoever in respect of or in relation thereto except any compensation or damages for or with respect to :- a) The permanent use or occupation of land by the works or any part thereof. b) The right of the RITES to execute the works or any part thereof on, over,

under, in or through any land. c) Injuries or damage to persons or property which are the unavoidable result

of the execution or maintenance of the works in accordance with the Contract.

d) Injuries or damage to persons or property resulting from any act or

neglect of the RITES, his agents servants or other contractors, not being employed by the contractor, or for or in respect of any claims, proceedings damages, costs, charges and expenses in respect thereof or in relation thereto or where the injury or damage was contributed to by the contractor, his servants or agents such part of the compensation as may be just and equitable having regard to the extent of the responsibility of the employer, his servant or agents or other contractors for the damage or injury.

33.2 INDEMNITY TO RITES. The Contractor shall indemnify the RITES against all claims, proceedings,

damages, costs, charges and expenses in respect of the matters referred to in the proviso to sub-clause (33.1) of this clause.

34. CLAIMS

34.1 The contractor shall not be entitled to make any claim whatsoever against the

RITES/ GURGAON GRAMIN BANK under or by virtue of or arising out of this contract, nor shall the RITES/ GURGAON GRAMIN BANK entertain or consider any such claim if made by the contractor, after he shall sign a "NO CLAIM CERTIFICATE" in favour of the RITES/GURGAON GRAMIN BANK, in such a form as shall be required by the RITES/GURGAON GRAMIN BANK, after the works are finally measured up. The contractor shall be debarred from disputing the

correctness of the items covered by "NO Claim Certificate" or demanding a reference to Arbitration in respect thereof.

34.2 The successful tenderers/s contractor/s shall put up their claims as per clause 25 of

the General Conditions of contract during the progress of work and not after completion of the work. All such claims and disputes shall be settled promptly during the progress of the work. Apart from the decisions given at various levels the final authority for giving the decisions on claims and disputes put up by the contractor/s shall be the Director Projects/RITES only and the decisions regarding measurements, method of measurements meaning and intent and interpretation of specifications of the contract given and made by the Director Projects/RITES shall be final and binding on the contractor/s. Such decisions by the Director Projects/RITES / GURGAON GRAMIN BANK shall be treated as "Excepted Matters" in terms of Clause No. 25 of the General conditions of the contract. These Special Conditions shall prevail over existing Clause 25 of the General Conditions of contract excluding provisions relating to "Excepted Matters".

34.3 The contractor shall not be entitled to ask for reference to arbitrator before the completion of the work assigned to him under this contract. The contractor shall seek reference to arbitration to settle the disputes only once within the ambit of condition mentioned above.

35. ACCIDENT OR INJURY TO WORKMEN. 35.1 The RITES shall not be liable for or in respect of any damages or compensation

payable at law in respect or in consequence of any accident or injury to any workman or other person in the employment of the Contractor or any sub-contractor, save and except an accident or injury resulting from any act or default of the RITES, his agents, or servants. The Contractor shall indemnify and keep indemnified the RITES against all such damages and compensation, save and except as aforesaid, and against all claims, proceedings costs, charges and expenses whatsoever in respect thereof or in relation thereto.

35.2 INSURANCE AGAINST ACCIDENTS. ETC., TO WORKMEN. The Contractor shall insure against such liability with an insurer approved by the

employer, which approval shall not be unreasonably withheld, and shall continue such insurance during the whole of the time that any persons are employed by him on the works and shall, when required, produce to the Engineer-in-Charge or his Representative such policy of insurance and the receipt for payment of the current premium. Provided always that, in respect of any persons employed by any sub-contractor, the contractor's obligation to insure as aforesaid under this sub-clause shall be satisfied if the sub-contractor shall have insured against the liability in respect of such persons in such manner that the RITES is indemnified under the policy, but the contractor shall require such sub-contractor to produce to the Engineer-in-Charge or his Representative, when required such policy of insurance and the receipt for the payment of the current premium.

36. REMEDY ON CONTRACTOR’S FAILURE TO INSURE

36.1 If the Contractor shall fail to effect and keep in force the insurance’s referred to

clause 32,34 and 35 hereof, or any other insurance which he may be required to effect under the terms of the contract, then and in any such case the employer may effect and keep in force any such insurance and pay such premium or premiums as may be necessary for that purpose and from time to time deduct the amount so paid by the RITES/ GURGAON GRAMIN BANK along with an additional amount of default @ 2000 per day for the period of default as aforesaid from any monies due or which may become due to the Contractor, or recover the same as a debt from the Contractor.

37. RATES TO BE INCLUSIVE OF ALL LABOUR, MATERIAL ETC

37.1 The Rates for all items unless clearly specified otherwise include cost of all labour,

material and other inputs involved during the execution of the item. 38. COMPLETION DRAWINGS

38.1 On completion of works, contractor shall submit four prints of "AS BUILT" drawings

to the Engineer-in-Charge along with one set of tracing and a soft copy. These drawings shall have the following information:-

a) Run of all piping, soil waste, there diameters and vertical stacks.

b) Ground and invert levels of all drainage pipes together with location of all manholes and connections upto out fall.

c) Run of all water supply lines with diameters, locations of control valves, access panels.

d) Location of all mechanical equipment with layout and piping connections. 39. MAINTENANCE PERIOD: 39.1 The normal period of maintenance shall be one year reckoned from the date of

issue of completion certificate by RITES of the completed work. Also throughout the maintenance period of one year sufficient staff and materials/Equipments etc. will be arranged by the contractor to enable to carry out the repairs/ rectification’s immediately whenever pointed out by RITES/GURGAON GRAMIN BANK.

39.2 All defects noticed during the currency of the Contract and also during the

Maintenance Period of 12 months after completion of the work except those pertaining to leakage/ dampness and termite attack which are governed by clause 41 of Special Conditions of Contract shall be completely and satisfactorily rectified by the Contractor within a reasonable period without any extra payment for the same. In case the defects are such as cannot be rectified or the Contractor fails to rectify these satisfactorily and completely, the RITES reserves the right to accept the work at reduced rates or to get the rectification work done at the risk and cost of the Contractor. The decision of RITES/GURGAON GRAMIN BANK in this regard shall be final and binding on the Contractor and shall be beyond purview of the dispute settlement clause 25 of General Conditions of Contract.

39.3 90 % of the Security Deposit held by the authority will be refunded to the contractor on satisfactory completion of the maintenance period on the recommendations of the Engineer-in-Charge. If the contractor fails to rectify the defects pointed out during the maintenance period, then either the rectification work shall be got done through any other agency/agencies at the risk and cost of the contractor or the Maintenance period may be extended suitably to allow time for rectification of defects to the satisfaction of the RITES/GURGAON GRAMIN BANK. The defect liability deposit shall be refunded after adjustment of the cost of rectification carried out plus 20% as departmental charges, Balance 20 % security deposit shall be refunded as follows

i) 50 % of 10 % security deposit after 3years of completion and satisfactory

performance of the water proofing work. ii) 30 % of 10 % security deposit after 6years of completion and satisfactory

performance of the water proofing work. iii) 20 % of 10 % security deposit after 10 years of completion and satisfactory

performance of the water proofing work.

40. HANDING OVER THE WORKS ON COMPLETION 40.1 On satisfactory completion of all the works as per the provision of the Contract, the

Contractor shall hand over the building to the GURGAON GRAMIN BANK through RITES. The Contractor shall ensure that all development works and bulk services are simultaneously carried out so as to make the buildings functional immediately on completion. The building, even if it is physically ready for occupations, shall be deemed to be completed from the date the services like Water Supply, sewerage and electricity are made available to make the building functional. The completion certificate shall be issued only after the building is found functional in all respect. The cost of installation of electric line from main line to campus of the buildings shall be payable by RITES/GURGAON GRAMIN BANK on production of proof towards payment made to State Electricity Board. Also the cost of connecting Water Supply line of building from the main Water supply line of the municipality shall be payable to the Contractor; on production of proof towards payment made to the municipality. The Contractor shall maintain sufficient staff and materials till the handing over of the building to the GURGAON GRAMIN BANK to protect the works and its installation from theft/damage from outside agencies. Flats shall be neatly cleaned, locked with lock of approved brand and make , keys shall be handed over to the client. Nothing extra shall be payable on this account.

41. GUARANTEE AGAINST ANTI-TERMITE TREATMENT AND WATER PROOFING

TREATMENT 41.1 The Contractor shall carry out the work of anti-termite treatment through a

specialized firm and shall submit 10 years guarantee against termite attack on Rs.10/- stamp paper to the RITES/GURGAON GRAMIN BANK as per proforma attached at Annexure - C. The guarantee shall include rectification of work within the guarantee period of 10 years free of cost if termites attack the buildings.

41.2 The Contractor shall carry out the work of water proofing treatment through a specialized firm and shall submit the 10 years bank guarantee against leakage/ dampness to the RITES/GURGAON GRAMIN BANK as per proforma attached at Annexure - D. The guarantee shall include rectification of works within the guarantee period of 10 years free of cost if leakage/dampness is reported by the owner

42.0 The existing clause 36 of GCC shall be treated as deleted and substituted

with the following clause of special condition of contract.

42.1 The contractor shall employ the following Minimum Technical staff during execution of this work. 42.1. i One Graduate Engineer (Civil) with minimum 10 years experience. ii one Diploma Engineer (Civil) with minimum 5 year’s experience 42.1. One Graduate Engineer (Electrical) with minimum 5 years experience at the

time of execution of electrical work. 42.1. One Licensed Electrician at the time of execution of electrical work. 42.1. One Licensed Plumber at the time of execution of sanitary & water supply work.

42.2 In case the contractor fails to employ the above technical staff, he will be liable to pay a reasonable amount as given below: 42.2. Rs.20000 for each month of default in case of Graduate Engineer.

42.2. Rs.12000 for each month of default in case of Diploma Holder Engineer

(Civil / Electrical).

42.2. Rs.6000- for each month of default in case of Electrician.

42.2. Rs.6000/- for each month of default in case of Plumber. .

42.3 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 reasonable 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.

42.4 The Technical Staff should be got approved in writing from the Engineer-in-charge (whose approval may be withdrawn at any time) for supervision of the work and to receive direction and instructions from Engineer-in-charge of the work on behalf of the contractor. The supervisory staff of the contractor will not be changed without approval of the Engineer-in-charge.

42.5 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 contractor/partner does similar supervision to what have been done by an employed Engineer/Overseer.

42.6 A retired Engineer may be treated at par with Graduate Engineer for the operation of the above clause.

43.0 COMPLETION CERTIFICATE 43.1 The existing clause 8.1 of GCC shall be read in conjunction with the following :

“The Final completion certificate shall not be issued to the contractor until GURGAON GRAMIN BANK issued the completion certificate alongwith No Defect certificate to RITES.”

44.0 PAYMENT OF Running Account (R/A) & FINAL BILL 44.1 On Certification of Engineer-in-charge 75% payment of RA bills shall be released

on submission of bills to HQ. Balance 25% shall be released after full checking of the bills by finance.

44.2 The existing clause 9.1 of GCC shall be read in conjunction with the following:” The

payment of final bill of the contractor shall be paid only after releasing the payment of final bill of RITES by GURGAON GRAMIN BANK. The contractor will not be entitled to any claim on RITES for delay in payment of final bill.

45.0 The contractor shall establish proper LABORATORY at site with Minimum

EQUIPMENTS, required for conducting Field Quality tests of the building materials , required to be done as per CPWD Specifications

46.0 PF COMPLIANCE It will be responsibility of the contractor to obtain separate code/identification No. for

contractor’s deposit of PF dues, if applicable with concerned authority directly. The payment against bills shall only be released only when relevant challans, PF registration/code No.

47.0 SITE OFFICE

The Contractor shall provide, erect and maintain, watch and ward round the clock as directed, simple office accommodation of suitable size with false ceiling, which shall be well lighted with electrical fixtures and ceiling fans, ventilated and properly furnished along with one working toilets, a pantry and a verandah . The accommodation shall be demolished when directed. The accommodation so provided shall include one rooms (size about 3.5M x 4.5 M each) for Employer’s Engineer & Representative Shall have one 2’x5’ office tables with side rack, one office chairs and four visitors chairs, a 7’ high steel almirah shall be provided with desert coolers.

48.0 Issue of Materials by the Employer:

For execution of work under this Contract, no material shall be supplied to the Contractor by Employer.

49.0 Connections/Completion Certificate: It will be the responsibility of the Contractor

to get the works approved and obtain completions, stage completions and occupancy certificates and necessary connection for building work, Electrical work, main water supply & sewerage connection, NOC from Fire Authority / Local Municipal / Govt. Authorities or other approved authorities for this region at his own cost. Rates quoted shall cover all expenses to be borne for obtaining above approvals / certificates. However any statutory fees to be made on account of above shall be paid by the Employer.

The date of virtual completion shall be only after the building and external works are virtually complete as certified by the Engineer and all required connections and NOCs for main Electric supply, water supply, sewerage connection, NOCs and completion certificates from Fire Authority / Local Municipal / Govt. Authorities or other approved authorities, obtained by the contractor and handed over to the Employer.

SCHEUDLE ‘E’ - Refer Clause 10CC of Clauses of Contract

Schedule of component of materials, Labour etc. for escalation.

(To be worked out and filled)

CLAUSE 10 CC Component of Cement (Xc)

expressed as percent of total value of work nil %

Component of steel (X5)


Component of materials (XM)

expressed as per cent of total value of work nil %

Component of labour (Y)


Component of P.O.L (Z)

expressed as percent of total value of work NIL %

SCHEDULE ‘F’

Reference to General Conditions of Contract (Clauses of Contract)

Sub: - Construction of Head Office Building for Gurgaon Gramin Bank at sector-44, Gurgaon Estimated cost of work : Rs. 5.56 Crores

Earnest money : Rs. 11.12 lakhs

Security Deposit: (Refer clause 1A) 5% of Tendered value

Performance Guarantee (Ref. Clause 1) 5% of Tendered value.

GENERAL RULES & DIRECTIONS:

Officer inviting tender - : GENERAL MANAGER/RITES

Maximum percentage for quantity of : i) Foundation works (Refer Clause 12.5) – No Limit items of work to be executed beyond ii) Other works + 30% For Earth work individual which rates are to be determined in classification can vary to any extent but accordance with Clauses 12.2 & 12.3 Earthwork as a whole + 30%. CONDITIONS OF CONTRACT

Definitions

2(v) Engineer-in-Charge : As per para 2(f) of definitions in General Condition of Contract

2(vii) Accepting Authority : Group General Manager /RITES

2(IX) Percentage on cost of materials

and labour to cover all : 11% (including Water Charge) Overheads and profits. 2(x) Standard Schedule of Rates : DSR 2002 CLAUSES OF CONTRACT Clause 2: Authority for fixing compensation under Clause 2 : GENERAL MANAGER/RITES Clause 5 i) Time allowed for execution of work - : 12 MONTHS ii) Authority to give fair and reasonable : GENERAL MANAGER/RITES Extension of time for completion of work

TABLE OF MILESTONE (S) (To be made out)

S.No Financial Progress Time allowed (from day of start)

Amt. to be withheld in case of non achievement of

milestone 1 1/8th (of the whole work) 1/4th (of the whole work) 2 3/8th (of the whole work) ½ (of the whole work) 3 3/4th (of the whole work) 3/4th (of the whole work) 4 Full full

In the event of not achieving the necessary progress as assessed from the running payments, 1% of the total value of balance work will be withheld for failure of each milestone. These milestones can be reviewed by Engineer-in-charge based on hindrances.

Clause 7 Gross work to be done together with net payment/ Adjustment of advances for material collected -Minimum Rs. 45 Lakhs. If any, since the last such payment for being Eligible to interim payment Clause 11 Specifications to be followed for execution CPWD Specifications 1996 (Vol.I to VI) of work and Revised Specifications 2002 for Cement Mortar, Cement Concrete and RCC Works, all with upto date Corrections read with Specifications in Vol. II of Tender Documents. Clause 12 Clause 12.2 Deviation Limit beyond which i) Non for Foundation Items 12.3 & 12.5 Clauses 12.2 & 12.3 shall apply a) Abnormally High Rated (+) 5% for Building Works (AHR) items (-) 5% b) Abnormally Low Rated (+) No Limit (ALR) items (-) No Limit c) Other than AHR and (+) 30% ALR items (-) 30% Note: For Earthwork individual classification Quantity can vary to any extent but overall Deviation Limits will be as above. ii) Foundation Items All items (+) No Limit (-) No Limit Clause 12.7 Appellate Authority : GENERAL MANAGER/RITES

Clause 16 Competent Authority for : GENERAL MANAGER/RITES

Deciding reduced rates Clause 25 Engineer in Charge : As per para 2(f) of definitions in General condition

of Contract Appellate Authority : GENERAL MANAGER/RITES Accepting Authority : Group GENERAL MANAGER /RITES Clause 42 i)(a) Schedule / statement for determining DSR 2002 theoretical quantity of cement & bitumen on the basis of Delhi Schedule of Rates printed by CPWD

e) Variations permissible on theoretical Quantities a) Cement for works with estimated cost 3% plus / minus put to tender not more than Rs.5 lakhs for works with estimated cost put to 2% plus / minus tender more than Rs.5 lakhs

b) Bitumen All Works 2.5% plus only & nil on minus side c) Steel Reinforcement and structural 2% plus / minus steel sections for each diameter, section and category d) All other materials Nil

ANNEXURE -A Sheet-1

FIELD LABORATORY AND FIELD TESTING INSTRUMENTS

LIST OF EQUIPMENT FOR FIELD TESTING LABORATORY For Building Works

1. Balances (a) 7 kg. to 10 kg. capacity, Semi-Self indicating type-Accuracy 10 gm. (ii) 500 gm. Capacity, Semi-Self indicating type-Accuracy 1 gm. (iii) Pan Balance – 5 kg. capacity, accuracy 10 gm (iv) Platform Balance – 100 kg capacity

2. Ovens-Electricity operated, thermostatically controlled upto 110o C- Sensitivity 1oC. 3. Sieves: as per IS 460-1962.

(i) I.S. Sieves – 450 mm internal dia of sizes 100mm, 80mm, 63mm, 50mm, 40mm, 25mm, 20mm, 12.5mm, 10mm, 6.3mm, 4.75mm complete with lid and pan.

(ii) I.S. Sieves – 200mm internal dia (brass frame) consisting of 2.36mm, 1.18mm, 600

microns, 425 microns, 300 microns, 212 microns, 150 microns, 90 microns, 75 microns with lid and pan.

4. Sieve shaker capable of 200 mm and 300 mm dia sieves, manually operated with timing

switch assembly. 5. Equipment for slump test-Slump Cone, Steel Plate, tamping rod, steel scale, scoop all as per

IS : 7320. 6. Dial gauges 25mm travel – 0.01 mm/ division. Least count – 2 nos. 7. 100 tonnes compression testing machine, electrical-cum manually operated. 8. Graduated measuring cylinders 200ml capacity – 3 Nos. 9. Enamel trays (for efflorescence test for bricks)

(i) 300 mm x 250 mm x 40 mm - 2 nos. (ii) Circular plates of 250 mm dia - 4 nos.

10. Cube moulds for concrete 150 mm x 150 mm x 150 mm with Base – 24 Nos.

plate as per IS: 516 Cube moulds for cement 7.06 cm x 7.06 cm x 7.06 cm - 6 nos.

11. Cube Vibrating Table Electricity operated with Table size 50 cm x 50 cm and 150 kg load carrying capacity - 1 no.

12. Unit weight measure IS: 1199 - 1 No. 13. Pycnometer 1 litre capacity with 6mm dia at Apex - 2 Nos. ½ litre capacity - 2 Nos.

ANNEXURE -A Sheet-2

14. Vicat Apparatus with Dashpot complete as per IS: 5313 - 1 No. 15. Blaines’ Air Permeability Apparatus Complete as per IS: 5516 - 1 No. 16. Tools for non-destructive testing of concrete. 17. Soil Testing equipment for Sieve Analysis and determination of C.B.R.Value.

FIELD TESTING INSTRUMENTS 1. Steel tapes – 3m 2. Vernier Calipers 3. Micrometer Screw 25mm gauge 4. A good quality plumb bob 5. Spirit minimum 30 cms long with 3 bubbles for horizontal / vertical measurement 6. Wire gauge (circular type) disc 7. Foot rule 8. Long nylon thread 9. Rebound hammer for testing concrete 10. Dynamic penetrometer 11. Magnifying glass 12. Screw driver 30 cms long 13. Ball pen hammer, 100 gms. 14. Plastic bags for taking samples 15. Moisture meter for timber 16. Earth resistance tests : for Electrical Divisions 17. Meggar 18. Glass Beaker 100 cc

ANNEXURE- B Sheet-1

PROFORMA FOR BANK GUARANTEE FOR MOBILIZATION ADVANCE (On Non-Judicial Stamp Paper of Appropriate Value)

To, RITES LTD. ________ In consideration of, RITES Ltd. acting for and on behalf of as Agent and Power of Attorney Holder of _____ (hereinafter called “the Employer”) (which expression shall unless repugnant to the subject or context include its successors and assigns having agreed under the terms and conditions of the Contract Agreement No. _______ dated ___________ with * ______ in connection with the work of “____________________________” (hereinafter called “the said Contract”) to make at the request of the Contractor a lumpsum advance of Rs.______/- (Rupees ____________ only) for utilizing it for the purpose of the contract on his furnishing a guarantee acceptable to the Employer, we, ______ Bank incorporated under _________ and having one of our branches at ___________________ (hereinafter referred to as “the said Bank”) do hereby guarantee the due recovery by the Employer of this said advance with interest thereon as provided according to the terms and conditions of the Contract. If the said Contractor fails to utilize the said advance for the purpose of the Contract and / or the said advance together with Interest thereon as aforesaid is not fully recovered by the Employer, we, ___________ Bank hereby unconditionally and irrevocably undertake to pay to the Employer on demand and without demur to the extent of the said sum of Rs. ________/- (Rupees ____________ only), any claim made by the Employer on us for the loss or damage caused to or suffered by the Employer by reason of the Employer not being able to recover in full the said sum of Rs. _____/- (Rupees ________________ only) with interest as aforesaid. 2. We, ___________ Bank further agree that the Employer shall be the sole judge of and as to

whether the said Contractor has not utilized the said advance or any part thereof for the purpose of the Contract and the extent of loss or damage caused to or suffered by the Employer on account of the said advance together with interest not being recovered in full and the decision of the Employer that the said Contractor has not utilized the said advance or any part thereof for the purpose of the Contract and as to the amount or amounts of loss or damage caused to or suffered by the Employer shall be final and binding on us.

3. We, the said Bank, further agree that the Guarantee herein contained shall remain in force and effect during the period that would be taken for the performance of the said Contract and till the said advance with interest has been fully recovered and its claims satisfied or discharged and till the Employer certifies that the said advance with interest has been fully recovered from the said Contractor, and accordingly shall have no claim under this Guarantee after 30 (thirty) days from the date of satisfactory completion of the said Contract (as per the mutually agreed Work Schedule) i.e. upto and inclusive of _______ (date) unless a notice of the claim under this Guarantee has been served on the Bank before the expiry of the said period i.e. _______ (date) in which case the same shall be enforceable against the Bank notwithstanding the fact, that the same is enforced after the expiry of the said period.

4. The Employer shall have the fullest liberty without affecting in any way the liability of the Bank under this Guarantee or Indemnity, from time to time, to vary any of the terms and conditions of the said Contract or the advance or to extend time of performance by the said Contractor or to postpone for any time and from time to time any of the powers exercisable by it against the said Contractor and either to enforce or forbear from enforcing any of the

ANNEXURE- B Sheet-1

terms and conditions governing the said Contract or the advance available to the Employer and the said Bank shall not be released from its liability under these presents by any exercise by the Employer of the liberty with reference to the matters aforesaid or by reasons of time being given to the said Contractor or any other forbearance, act or omission on the part of the Employer or any indulgence by the Employer to the said Contractor on any other matter or thing whatsoever which under the law relating to sureties would, but for this provision, have the effect of so releasing the Bank from its such liability.

5. It shall not be necessary for the Employer to proceed against the Contractor before proceeding against the Bank and the Guarantee herein contained shall be enforceable against the Bank notwithstanding any security, which the Employer may have obtained or obtain from the Contractor shall at the time when proceedings are taken against the Bank hereunder, be outstanding or unrealized.

6. We, the said Bank, lastly undertake not to revoke this Guarantee during its currency except

with the previous consent of the Employer in writing and agree that any change in the Constitution of the said Contractor or the said Bank shall not discharge our liability hereunder.

If any further extension of this Guarantee is required the same shall be extended to such required periods on receiving instructions from M/s.________________ on whose behalf this Guarantee is issued.

Notwithstanding anything contained herein before our liability under this Guarantee is restricted to Rs._____ (Rupees ___________ only) together with interest ____. Our undertaking shall commence from the date of execution and shall remain in force upto ______ Dated this __________ day of _________ In presence of For and on behalf of (the Bank) WITNESS Signature ____________________________ 1.______________________ Name________________________________ 2.______________________ Designation ___________________________ Authorization No._______________________ Seal of the Bank ________________________ The above guarantee is accepted by the Employer

For RITES Ltd.________________ For and on behalf of ______________ (the Employer)

NOTES *For Proprietary Concerns Shri _____________ son of ______________ resident of _____________________ _________________________ carrying on business under the name and style of _________ at _____________ (hereinafter called ”the said Contractor” which expression shall unless the context requires otherwise include his heirs, executors, administrators and legal representatives).

ANNEXURE - C

Sheet - 1

GUARANTEE BOND TO BE EXECUTED BY CONTRACTOR (S) FOR REMOVAL OF DEFECTS AFTER COMPLETION IN RESPECT OF ANTITERMITE

TREATMENT WORKS

(On Rs.10/- stamp paper) THIS AGREEMENT is made on _____day of __________ two thousand five

between RITES Limited, (A Govt. of India Enterprise), and a Company registered under Indian Companies Act, 1956 having its registered office at New Delhi House, 27, Barakhamba Road, New Delhi-110001 and its Office at RITES BHAWAN, PLOT-1, SECTOR-29, GURGAON, HARYANA-122001 representing through Managing Director, RITES Limited and acting for and on behalf of GURGAON GRAMIN BANK, hereinafter called the Company (which expression shall, wherever the context so demands or requires, includes their successors in office and assigns) of the one part, and M/s._____________________ hereinafter called the Contractor (which expression shall wherever the context so demands or requires, includes his/their successors and assigns) of the other part.

WHEREAS this agreement is supplementary to the contract agreement

(hereinafter called "the contract") No.......... dated....... made between the company on the one part and the contractor of the other part, whereby the contractor, inter-alia, undertook to render the Buildings and structures in the said contract rendered completely termite proof.

AND WHEREAS the contractor agreed to give a guarantee to the effect that the

said structure will remain Termite proof for ten years to be reckoned from the date after the maintenance period prescribed in the contract expires.

During this period of guarantee the contractor shall make good all defects and for

that matter, shall replace at his risk and cost such wooden members and other materials like furniture, books etc. as may be damaged by termite and in case of any other defect being found he shall render the building termite proof at his cost to the satisfaction of the company and shall commence the works of such rectification within seven days from the date of issuing notice from the company calling upon him to rectify the defects failing which the work shall be got done by company through some other Contractor at the contractor's cost and risk and in the latter case the decision of the company as to the cost recoverable from the contractor shall be final and binding.

ANNEXURE - C Sheet - 2

That if the contractor fails to execute the Anti-termite treatment or commits

breaches hereunder then the contractor will indemnify company and his successors against all loss, damage, cost, expense or otherwise which may be incurred by him by reason of any default on the part of the contractor in performance and observance of this supplementary agreement. As to the amount of loss and/or damage the decision of the company will be final and binding.

In witness whereof these presents have been executed by the company i.e.

RITES Ltd. and by M/s.................... i.e. (contractor) .......... on the date written above.

SIGNED, SEALED AND DELIVERED BY THE Signature........... Signature............... Name............ Name............... On behalf of the contractor On behalf of the Company for and on Behalf of the GURGAON

GRAMIN BANK

IN THE PRESENCE OF : IN THE PRESENCE OF : 1................... 1................ 2................... 2................

ANNEXURE - D Sheet - 1

GUARANTEE TO BE EXECUTED BY CONTRACTORS FOR REMOVAL OF DEFECTS AFTER COMPLETION IN RESPECT OF WATER PROOFING WORKS.

(On Rs.10/- stamp paper)

THIS AGREEMENT is made on _____day of __________ two thousand six

between RITES Limited, (A Govt. of India Enterprise), and a Company registered under Indian Companies Act, 1956 having its registered office at New Delhi House, 27, Barakhamba Road, New Delhi-110001 and its office at RITES BHAWAN, Plot-1, Sector-29, Gurgaon, Haryana representing through Managing Director, RITES Limited and acting for and on behalf of GURGAON GRAMIN BANK hereinafter called the Company (which expression shall, wherever the context so demands or requires, includes their successors in office and assigns) of the one part, and M/s._____________________ hereinafter called the Contractor (which expression shall wherever the context so demands or requires, includes his/their successors and assigns) of the other part.

WHEREAS this agreement is supplementary to the contract (hereinafter called

the Contract) No........... dated........and made between the company on the one part and the contractor on the other part, whereby the Contractor, inter-alia, undertook to render the buildings and structures in the said contract rendered completely water and leak-proof.

AND WHEREAS THE contractor agreed to give a guarantee to the effect that the

said structure will remain water and leak proof for 10 years. NOW THE contractor hereby guarantees that water proofing treatment given by

him will render the structures completely leak-proof and the minimum life of such water proofing treatment shall be ten years to be reckoned from the date after the maintenance period prescribed in the contract is over.

Provided that the contractor will not be responsible for leakage caused by

earthquake or structural defects or misuse of roof or alteration and for such purpose.

a) Misuse of roof shall mean any operation which will damage water

proofing treatment, like chopping of firewood and things of the same nature which might cause damage to the roof.

ANNEXURE - D Sheet - 2

b) Alteration shall mean construction of an additional storey or a part of the

roof or construction adjoining to the existing roof where water proofing treatment is removed in parts.

The decision of the Company with regard to cause of leakage shall be

final. During this period of guarantee the contractor shall make good all defects and

render the building water proof to the satisfaction of the company at his own cost and shall commence the work of such rectification within seven days from the date of issue of notice from the Company calling upon him to rectify the defects failing which the work shall be got done by the Company through some other contractor at the contractor's cost and risk. The decision of the Company, as to the cost, payable by the contractor shall be final and binding.

That if the contractor fails to execute/ rectify safety in the water proofing or commits breach thereunder, then the contractor will indemnify the company and his successors against all losses, damages, costs, expenses or otherwise which may be incurred by them by reason of any default on the part of the contractor in performance and observance of this supplementary agreement. As to the amount of losses and/or damages, the decision of the company will be final and binding on the parties.

In witness whereof these presents have been executed by the company i.e. RITES Ltd. and by M/s.................... i.e. (contractor) .......... on the date written above.

SIGNED, SEALED AND DELIVERED BY THE Signature ........... Signature............... Name............ Name............... On behalf of the contractor On behalf of the company for and on behalf of the GURGAON GRAMIN

BANK IN THE PRESENCE OF : IN THE PRESENCE OF : 1................... 1................ 2................... 2................

SECTION-4: RITES SAFETY CODE

SECTION-5: RITES CONTRACT LABOUR REGULATIONS

SECTION-6: RITES MODEL RULES FOR THE PROTECTION OF HEALTH AND SANITARY ARRANGEMENT FOR WORKERS EMPLOYED FOR CONTRACTORS

Jan -Jan Ka Sathi Bank for the Masses

Gurgaon Gramin Bank Head Office: Gurgaon

TENDER DOCUMENT FOR

CONSTRUCTION OF HEAD OFFICE BUILDING FOR GURGAON GRAMIN BANK

AT SECTOR-44, GURGAON

TECHNICAL BID

VOLUME –II

SECTION-1: ADDITIONALTECHNICAL SPECIFICATIONS SECTION-2: TENDER DRAWINGS

PACKAGE-I


RITES LTD (A GOVT. OF INDIA ENTERPRISE)

RITES BHAWAN, PLOT NO. 1, CP DIVISION, 3RD FLOOR, LEFT WING SECTOR-29, GURGAON-122001, INDIA.

Tel - (0124) - 2571666, Fax- (0124)

TECHNICAL SPECIFICATION FOR

CIVIL WORKS

SPECIFICATION FOR CIVIL WORKS

ADDITIONAL SPECIFICATION 1.0 GENERAL 1.1 The entire work shall be carried out as per CPWD Specifications 1991-92

(Vol. I, II and III) and CPWD Specifications 1996 (Vol. IV, V and VI) with upto date correction slips upto the date of opening of tender for Civil Works and CPWD Specifications (Part I Internal) 1994 and (Pt. II External) 1995 with upto date correction slips upto the date of opening of tenders for electrical works, unless otherwise specified in the nomenclature of individual item or in the additional specifications.

1.2 However, in the event of any discrepancy in the description of any item

as given in the schedule of quantities or additional specifications appended with the tender and the specifications relating to the relevant item as per CPWD specifications sanctioned above, the former shall prevail.

1.3 For the item not covered under CPWD Specifications mentioned above,

the work shall be executed as per latest relevant standards/codes, published by B.I.S. (formerly ISI) inclusive of all amendments issued thereto or revision thereof, if any, upto the date of receipt of tenders.

1.4 In case B.I.S (formerly ISI) codes/specifications are not available, the decision

of the Engineer-in-charge based on acceptable sound engineering practice and local usage shall be final and binding on the contractor.

1.5 Any cement slurry added over base surface (or) for continuation of

concreting for bond is added, its cost is deemed to have in built in the item unless otherwise /explicitly stated and nothing extra shall be payable or extra cement considered with consumption on this account.

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

charges for curing.

2.0. SPECIFICATIONS FOR ALUMINIUM COMPOSITE PANELLING

2.1 Designing, providing and fixing grid of aluminum section over column and walls to support aluminum composite panels of approved make, for column and wall cladding in approved color and finish, including all necessary framework and complete weather seal. The composite panel should consist of 2.5 mm thick thermoplastic composite core of LDPE, sandwiched between 2 sheets of 0.25 mm thick aluminum sheet (alloy 3003) with a total panel thickness of 3.0 mm. The surface coating shall be with Kynar500 base fluorocarbon coating of 25 micron thickness on the front side and chrome or polyester service coating on

the reverse side. The painted finish shall confirm to ASTM std. for color retention and chalk resistance; all other coating properties and vibration damping properties shall confirm to ASTM std. System shall fix using aluminum and accessories as per fixing arrangement with non magnetic SS Bolts and Nuts, complete with other necessary accessory. The panel shall be fixed in precise size of the infill panel including structural /weather sealant etc. All complete as per shop drawings specification and as directed by Engineer-in-charge, including the following system should be approved by the Engineer-in-charge:

2.2 Specially designing frame work with vertical and horizontal members of

extruded aluminum sections as approved by Engineer-in-charge as per drawings.

2.3 Vertical and horizontal tubular sections for frame work 38 X 25mm X 1.4mm

thickness to be fixed to column and wall with designed aluminum brackets and stainless steel anchor fasteners, PVC ply /Teflon separator membranes between metal to metal joint. The grid system shall be formed as per drawing to suit the column and shall be fixed with aluminum composite panel of color as approved by the Architect / Engineer-in-charge.

2.4 Item includes designing, supplying, installation and fixing of aluminum Frame

with structural membranes, fixtures, etc., including supply, installation of 3 mm thick aluminum composite panels, including cost of Sealants, brackets, fasteners, double stage scaffolding, sales tax, excise duty etc. all complete.

TERRACE SURFACE METHOD - BRICK COBA WATER PROOFING 3.0 Brick Coba Water Proofing. 3.1 Material Brick aggregate shall be 20 mm to 25 mm thick and cement mortar shall be 1:4

(1 cement : 4 coarse sand) mixed with 1% of water proofing chemical by weight of cement unless otherwise specified in the description of the item. The brick aggregate shall be kept moist thoroughly for a period of not less than 6 hours before use in the work.

The specification of the materials and method of preparation of mortar shall

conform in general to the specifications described in 3.2 of CPWD Specification Vol. II (1991-92)

3.2 Preparation of surface and laying: The terraces are treated with SURFACE method which starts directly over the

RCC Slab and includes the brick bat coba to provide the necessary gradient for

easy flow of water. (Sketch placed at Annexure - III). The coba is finally covered with joint less water proof plaster finished with trowel in cement colour, with false squares marketing’s of 300x300 mm. The treatment is carried along the vertical surface of the parapets and other adjoining walls, upto a height of about 300 mm (1 ft.) Above top of the brick coba treatment in the shape of round (gola). The thickness at rain water outlet points being 75 mm (3") with a slope of 1 in 80.

The detailed operations of treatment are as follows:- I. HORIZONTAL SURFACES Operation - I Any existing covering on slab is removed and surface is prepared. Construction

joints, if any, are raked and cleaned. Acrylic based cement slurry is spread which penetrates into the structure. This fills cracks and other porous areas.

Operation - II 15 mm thick acrylic cement mortar 1:4 (1 cement : 4 coarse sand) is laid over

the prepared surface. Operation - III A layer of 40 mm thick (minimum) brick bats (coba) is laid over the mortar layer to

get the required gradient for adequate drainage. (A slope of 1 in 80 is considered adequate).The joints between the brick bats are generally kept between 15-20 mm wide. These joints are filled with acrylic cement mortar (1:4). Curing is done for two days.

Operation - IV The top is finished smooth with 20 mm thick acrylic cement mortar (1:4) and

marked with 300 mm x 300 mm false squares. Curing is done for two weeks. II. SIDE WALLS Operation - I Existing covering, if any, is removed and surface is prepared upto the required

height (A height of 300 mm above the top of the brick coba treatment). Acrylic cement slurry coating is given first before plastering.

Operation - II The side wall is provided with acrylic cement plaster (1:4) 20 mm thick upto the

height specified. A (gola) with brick bats is made in acrylic cement mortar (1:4) at the junctions of floors and walls. This is topped with a 20 mm thick acrylic cement plaster. Curing is done for two weeks.

NOTE : The preparation of acrylic based water proofing chemical to be used in respect of ordinary port land cement shall be 1% by weight of cement or as specified in the description of the items.

3.3 Curing The Brick bat coba shall be kept wet after each day's work and for such period of

time as the Engineer-in-charge may direct but shall not be less than two weeks. The wetting shall be done by spreading straw and watering very frequently from a watering cone through a perforated rose, in moderate quantity, so as to ensure thorough wetting of the brick bat coba. Water shall not be poured on fresh concrete from large vessels as this may had to damage to the finished surface.

3.4 Finish The slope of the finished terrace shall be in 1 in 80 unless a flatter slope is

expressly permitted by the Engineer-in-Charge in writing. The roof surfaces shall slope from all sides towards the outlets.

While treatment of roof surface is done, it shall be ensured that the outlet drain

pipes have been fixed and mouths at the entrance have been eased and rounded off properly for easy flow of water.

The minimum thickness of the brick bat coba at its junction with khurra shall not be

less than 75 mm. The brick bat coba shall overlap the cement concrete base on the khurra by 75 mm and shall be rounded to the edges of the khurra. The brick bat coba shall also be rounded at the junction of roof slab and parapet. The finished brick bat coba shall present a smooth surface with correct slopes and uniform rounding wherever they occur. The brick bat coba should be leak proof and free from clacks.

3.5 Thickness The thickness of brick bat coba treatment shall be measured correct to 5 mm. In

the above measurement, the extra thickness at the rounding with the junctions of wall shall not be taken into account.

3.6 Measurements. Length and breadth shall be measured correct to a cm. The area shall be

calculated in square meters for the finished work in superficial area of the specified average thickness upto two places of decimal.

No deduction in measurements shall be made for either openings or recesses for

chimney stacks, roof lights etc. or for khurra for areas upto 0.40 sqm. Nothing extra shall be paid either for any extra material or labour involved in forming such openings or recesses, or in rounding the brick bat coba at junction of roof with parapet walls upto specified height, chimney stacks, khurras etc. For similar areas exceeding 0.40 sqm deductions will be made in the measurements for the full openings but no extra shall be paid for any extra labour, material etc.

involved in forming such recesses and openings and in rounding at the junctions aforesaid.

Where thickness of brick bat coba laid exceeds the thickness specified in the

item, the extra depth shall not be paid for unless the same had been carried out under written orders of the Engineer-in-charge.

Where, however, such thickness is found on measurements to fall short of the

thickness specified in the item the contractor's rate will be reduced for the shortfall in thickness.

3.7 Rates The rate shall include the cost of all the materials and labour involved in all the

operations described above. 4.0 ANODIZED ALUMINIUM GLAZED DOORS/WINDOWS 4.1 GENERAL 4.1.1 Description This section covers the requirements for furnishing of all materials, labour

accessories, tools and equipment for installation of anodized aluminum glazed doors and windows including fabrication, fixing and fittings etc.

4.1.2 Codes and Standards : The codes and standards generally applicable to the work of this section are listed

here in under :

IS : 733-1983 Specification for Wrought aluminum and aluminum alloy bars, rods and sections (for general engineering purposes)

IS : 1285-1968 Wrought aluminum and aluminum alloy extruded round tube

and hollow sections (for general engineering purposes) IS : 1081-1968 Code of practice for fixing and glazing of metal (steel and

aluminum) doors, windows and ventilators. IS : 1362 Dimension for screw thread for general purposes. IS : 1761 Transparent sheet glass for glazing and framing purposes. IS : 1948-1961 Specification for Aluminum doors, window and ventilators. IS : 1949-1961 Specification for Aluminum Windows for Industrial buildings. IS : 7088 Recommended practice for anodizing aluminum and its alloys.

The following clauses are intended to amplify the requirements of the references/documents listed above and the Contractor shall comply with these clauses.

4.1.3 Structural Glazing

Design, supply, fabrication & erection of structure for structural glazing made of structural aluminum glazing section (50 X 80 mm) joined with aluminium. Cleat angles and supported floor to floor with M.S. brackets which are anchored to beams and fixing of 5mm thick. Green heat reflective (Saint Gobain) toughened glass with Norton tape and structural sealant (Dow corning 995 make). Weather sealant (Dow corning 789 make) to be provided between glass to glass joint for completely water proof structural glazing as per drawing.

4.2 MATERIAL 4.2.1 Aluminum alloy: Aluminum alloy used in the manufacture of extruded door and window sections

shall conform to IS : 1285-1968. 4.2.2 Screw threads of machine screws used in the manufacture of aluminium doors,

windows and ventilators shall conform to IS : 1362. Other threads may be used if permitted by the Engineer-in-charge.

4.2.3 GLASS Glass used for glazing shall be approved quality and of the thickness specified in

the item. Glass shall be securely and safely crated for delivery, handling and storage.

Cushions shall be provided at edges of glass to prevent damage. Glass faces shall be protected from scratches and abrasions. It shall be stored in a dry, well ventilated location, carefully protected at all times from soiling, atmospheric condensation and other moisture.

4.3 SAMPLES AND SHOP DRAWINGS All aluminum doors, windows and ventilators shall be furnished by an approved

manufacturer and shall be conforming to IS: 1948-1961. However, aluminum windows for industrial buildings shall conform to IS: 1949-1961. Before placing their order, the contractor shall submit shop drawings and samples for the approval of the Engineer-in-charge. If required, the contractor shall also submit the necessary engineering calculations. Shop drawings shall clearly show all work including mechanical systems, the arrangement of components, the sequence and details of fabrication, assembly and erection. These drawings shall also give full size details, all dimensions and thicknesses, anchoring devices and accessories.

4.4 FABRICATION 4.4.1 Frames : Frames of aluminum doors and windows shall be of profile and dimension

as shown on the drawings/description of items. Frames shall be square and flat, the corners of the frames being fabricated to a true right angle. Both the fixed and opening frames shall be fabricated out of sections which have been cut to length, mitered and welded at the corners. The vertical members shall have maximum spacing of 1000 mm Center to Center. All joints to be mechanically sealed with cadmium plated aluminum screws including applying a coat of approved insulation lacquer paint or plastic tape where aluminum comes in contact with masonry / RCC or plastered surface. Where hollow sections are used with welded joints, argon arc welding or flash butt welding shall be employed (gas welding or blasting shall not be done).

Sub-dividing bars of units shall be tenonned and riveted into the frame. Fabricate aluminum frames to allow for clearances and shim spacing around

perimeter of assemblies to enable installation into prepared openings. Provide for thermal movement. Provide anchorage devices to securely and solidly attach the frame assembly in place. Accurately and rigidly fit together joints and corners. Match components ensuring continuity of line and design, Ensure joints and connections are flush, hair-line and weather proof. Provide drain routes and outlets to exterior for moisture entering joints and connections occurring within the frame construction.

4.4.2 Shutters: Shutter thickness and dimensions of vertical stiles, head and sill shall be as

shown in the drawings. Unless otherwise specified, the hinges shall be of anodized aluminum alloy and shall normally be of projecting type. Slot shall be cut in the fixed frame and the hinges inserted inside any may be riveted to the frame. The fins for hinges shall be of stainless steel of non-magnetic type or of aluminum alloy HR-30 anodized and shall be sealed with oil, wax of lanolin.

4.4.3 Fittings : Handles, peg stays, concealed tower bolts, 6 lever mortice lock, hinges and

pivots, hydraulic floor spring, 12 mm thick Novapan upto 90 mm height push plate etc. as per working drawing and approved by the Engineer-in-charge. Door lead shall be equipped with adjustable mechanism located in top rail near lock stile that will provide for minor clear adjustments after installation. Shape on (clip on) anodized aluminum beading and glazing clips shall be provided as per design and size approved by the Engineer-in-charge.

4.5 FINISH 4.5.1 After fabrication, any fabricating oil, scratches and tool marks shall be removed

leaving the surface free from discoloration, blemishes and defects. Aluminum surfaces shall first be given a medium mettle finish by caustic soda etching or by

mechanical methods. All aluminum glazing shall be anodized conforming to IS : 7088 to the bronze electro colour approved by the Engineer-in-charge. A thick layer of clean transparent lacquer based on methacrylates or cellulose butyrate shall be applied to all Aluminum glazing to protect the surface during installation. The lacquer coating shall be removed after the installation is completed.

4.5.2 The unit assemblies shall be anodized finish. Anodizing shall be minimum 15

microns thick in bronze colour of mat texture, non-directional and non-spicular. Anodized surfaces shall be suitably protected during the transportation, storage and erection.

4..5.3 The Engineer-in-charge at his discretion may send samples to an independent

laboratory for testing at the cost of the Contractor and if the test report from the laboratory indicates any deficiency, the materials shall be rejected.

4.6 RECEIVING AND STACKING Fabricated aluminum frames and members shall be individually wrapped and

delivered at site in crates. The Contractors shall receive and unload the same at site with utmost care. The crates shall be opened and the materials carefully examined by the Engineer-in-charge to detect any damage. Damaged materials shall be immediately removed from the site. Materials found to be acceptable on inspection shall be repacked in crates and stored safely in a vertical position above ground in a dry area. During the unpacking and repacking operations the contractor shall take all precautions to ensure that the protective coating of the fabricated materials is not damaged at all.

4.7 INSTALLATION 4.7.1 Just prior to installation, the frames and members shall be encroached, and

stacked on edge on level bearers and supported evenly. The contractor shall assemble the various components to form units as called for in the drawings. The assembled units shall be placed in correct final position in the openings and marks made at jambs, sills and heads against holes provided in the frames for anchoring. The frames shall then be removed from the openings and laid aside. Neat holes with parallel sides of appropriate size shall be drilled at the marking with an electric drill to house the expansion bolts. The contractor shall measure each opening before fabrication. The RITES/DELHI POLICE shall not responsible for any variation in the width and height of opening. Frame shall be fabricated so that during fixing the clearance is obtaining all rounds.

4.7.2 For fixing the aluminum frame with concrete/ brick work/stone masonry, the 80 mm

long machine screws to teak wood trapezoidal plugs of size 30 x 30 mm in cement mortar 1:1 (1 cement : 1 coarse sand) shall be used. The frames shall be installed straight, level, without distortion and anchored to the supports through machine screws of require size.

4.7.3 Where aluminum comes into contact with concrete, brick work, stone masonry,

plaster or dissimilar metals, it shall be coated with an approved insulation lacquer, paint or plastic tape to ensure that Electro-chemical corrosion is

avoided. Insulation material shall be trimmed of to a clean flush line on completion. Adjustments shall be made for smooth operation.

Hardware and moving parts shall be lubricated. Operation parts shall be protected against accumulation of direct and foreign matter.

4.8 GLAZING 4.8.1 The glass panes shall be of the type and thickness specified in the item. Their

sizes shall be as shown in the drawings. The glass panes shall be of quality and make approved by the Engineer-in-charge. They shall have properly squared corners and straight edges. Damaged or defective glass shall be replaced with new glass at no additional cost. Each piece of glass shall be delivered with factory labels intact, indicating glass type, quality and thickness. Labels shall not be removed until installation has been accepted.

4.8.2 Glazing gasket channels and beads of P.V.C /rubber for all glass to be framed

shall be the standard product furnished by the door and window manufacturer to fit their frames. Setting blocks shall be of neoprene of desired hardness. They shall be 1.6 mm less than full rubber width and high enough to provide minimum edges clearance for glass. Protect glass from breakages immediately upon installation by applying suitable warning markings.

4.9 FINAL CLEANING Protective coating and warning markings shall remain undisturbed until final

acceptance. Immediately prior to final inspection, temporary protective covering or coating shall be removed and surfaces shall be washed with a suitable thinner and left in a finished condition having approved uniform appearance and free from all marks and blemishes. Wash and polish glass on both faces.

4.10 MODE OF MEASUREMENTS AND PAYMENT 4.10.1 Measurements Following provision shall apply for measurement of aluminum work.

a) All work shall be measured on the basis of finished dimensions and fixed at site and measured net unless specified otherwise.

b) The unit of measurement will be in square meters correct to two places of

decimal. The width and weight shall be measured overall from out to out of the frame. The height and width shall be measured correct to 0.5 cm.

c) To calculate height, a width of composite units, add 25 cm for each mullion

or transom coupling bar for each unit. A composite unit of various designation shall be first measured overall as a unit predominant designations and measurements for the remaining designations, deducted from the overall measurements of the composite unit in order to arrive at the quantities for various designations.

4.10.2 Rates

a) The rates for various items shall include the cost of all materials, labour, erection, hoisting scaffolding protective measures required for proper completion of the item of work as given in the respective nomenclature in accordance with specification given above. This shall also include unless otherwise stated conveyance and delivery handling loading un-loading storing and all labour required for completing the item of work as described in the Schedule and Specifications pertaining to the item. However, the rate will not include the cost of Hydraulic floor spring and glass panes.

b) The rate will include the necessary wastage involved.

5.0 CHLORINATORS 5.1 The Chlorinators should be electronic and automatic and as per the description

of the item in the Bill of Quantities so as to feed the chlorine in required quantities. The chlorinators are to be managed for a period of 24 months from the date of installation.

5.2 Terms of Payment 90% payment of each chlorinator will be released after supplying, installation and

commissioning. The balance will be released after the period of 24 months.

6.0 TUBE WELL

6.1 Installation of Tube well:

6.1.1 The tube well assembly is to be sunk to a suitable stratum at a depth of about 250

meters below ground level. The actual depth of boring will be taken into consideration for the purpose of payment.

6.1.2 The contractor shall ensure proper precautions against caving-in of the boreholes

upto completion of the lowering of the tube well assembly and gravel packing. In case caving-in of the bore hole occurs, the contractor shall take remedial measures for refilling of the bore and re-boring or if necessary shall shift the position of the bore hole to a new position and all costs in this regard shall be included in the quoted rates of the contractor without any extra cost to the Employer.

6.1.3 The target yield of the tube well is 20,000 Liters of water per hour with a maximum

of 3.5 meters of depression of water level after 8 hours of continuous running of the compressor/ pump. The actual yield after development of the tube well shall in no case, be less than 90% of the target yield. The contractor must guarantee this yield and may make alternative suggestion to achieve the same.

6.1.4 The length of strainers may be varied to suit the water be bearing strata and the

required yield, but any such variation should be previously approved by the Engineer In charge.

6.1.5 The Contractor will be required to supply all materials such as M.S. ERW Pipes,

strainers, bell socket, caps etc. so as to make the tube well complete in all respects. The contractor is also required to supply all tools and labour.

6.1.6 The contractor must arrange for all water necessary for boring/drilling the tube well.

6.1.7 The contractor must comply with the rules and byelaws of the DDA/Central ground

water Authority and other local authorities as required for sinking tube wells for construction purpose and also obtain necessary sanction from all the statutory authorities before commencing the work. Cost of the same shall be included in the tenderer’s quoted rate.

6.1.8 The contractor must keep a scientific record of different strata of soil bored through

and retain samples of the strata in proper glass containers for examination by the Engineer In charge. Samples of stratum shall be taken at every 6 meters or even less if the stratum changes. The samples and the boring records shall be submitted to the Engineer along with the contractor’s proposal of placement of strainers to achieve the target yield, before lowering of the pipes/strainers in the bore hole. On completion of the work, the samples should be put in a glass tube with proper; demarcations of the various layers and shall be mounted on polished wooden board giving all relevant data of the tube well submitted to Engineer In charge for record. All cost in this regard must be included in the quoted rates and no extra payment will be made in this regard.

6.1.9 The contractor must pump out the tube well for development of tube well yield by

compressor or pump as mentioned in the schedule before samples of water are drawn for analysis by approved analytical chemist in presence of representatives of Engineer In charge & Contractor and the yield test is made. Two copies of the analysis report (both chemical and bacteriological) shall be furnished as per IS 10500 for all parameters for drinking water. The contractor must guarantee the water of tube well on chemical and bacteriological examination. It shall be arsenic free and satisfactory for domestic purpose. If it is found not upto the standard, he shall treat the same with chemicals and arrange for pumping out the water till the water becomes bacteria free.

6.1.10 Before proceeding with the mechanical boring careful excavation of a pit of suitable

size (upto a depth of minimum 1.5 meter from ground level) shall be done manually to ensure that no existing underground services would be affected/damaged during the boring of the tube well. If necessary, the location of the tube well would have to be shifted to suit the site condition. The tenders shall include all expenses for the above works in their quoted rates.

6.2 Materials etc.

6.2.1 Strainers:

These shall be of ERW M.S. Black pipe ISI marked as specified in the tender,

samples of strainer shall be submitted for approval of the Engineer in charge.

6.2.2 Pipes:

Screwed and socketted M.S. ERW heavy quality pipes shall be used. Screwed and socketted G.I. (ISI mark) heavy quality pipes shall be used. The joints shall be threaded and also electrically welded around the MS Pipes and shall be watertight. The pipes shall be thoroughly cleaned before lowering. The pipes shall be painted (inside & outside) with two coats of black bitumastic anticorrosive paint of approved manufacturer. Cost of the same shall be included within the quoted rates.

6.2.3 Caps:

The top of the tube well shall be fitted with screwed caps of steel or wrought iron, with adequate slots for letting through the electrical cable/wires and discharge pipe of the pump.

6.2.4 Source of Power and Water: For completion of all works under this tender, the contractor shall arrange for all

necessary electrical power, water and related ancillary works at his own cost. 6.3 PUMPS 6.3.1 Pumping Unit:

When the term `Pumping Unit' is used hereinafter, it shall be deemed to mean either a submersible pump or a centrifugal pump of single or multistage construction complete with, but not, limited to electric motor, connecting shaft, bearings, coupling, and pressure gauge float switch, other electrical and mechanical equipment to ensure an integral system.

6.3.2 Drawings:

The Consultant's drawings are intended to show a general arrangement of pumping unit, connected piping and valves, all of approximate sizes, shapes and locations required. The Engineer's drawings are not intended to show exact dimensions peculiar to any specific pumping equipment. The Contractor shall, therefore, ensure that the offered pumping equipment can be accommodated with the minimum area considering all measurements.

6.3.3 Centrifugal Pumps:

The centrifugal pumps shall be electrically driven of approved make and design and suitable for duties as mentioned on the drawings or in the Schedule of Quantities.

These shall be procured from the manufacturers who have built equipment of similar type, size and capacity for at least five years and who have in the opinion of the Engineer, sufficient experimental and test data to cover the design of the equipment specified for the particular climatologically and other working conditions of the project.

The impellers which shall be carefully and accurately balanced both statically and dynamically and shall be of best quality bronze for gun metal carefully machined and finished.

The design of the pumps and the shafting shall be such as to obviate the effect of electrolytic action.

The pump casing shall be best quality close grained cast iron and shall be fitted with renewable wearing plates at points of maximum wear.

The bearings shall be approved design, long wearing and easy to inspect and maintain. Bearings shall be located in positions removed from the liquid being pumped.

Glands shall be horizontal split type for easy insertion and removal.

Pumps shall be direct drive type with flexible couplings. Motors shall be drip proof squirrel cage induction type suitable for operation in 240 volts single phase or 415 volts 3 phase 50 Hz. A.C. supply.

Starters shall be either D.O.L. or star delta as specified. Control panel shall be located in cubicle comprising of incoming switches, bus bar, outgoing switch, controls, indicating lamps etc.

Pump & Motor set shall be mounted on a common base plate and installed on a concrete foundation. Suitable anti vibration mountings shall be provided to minimise the vibration. The pump set shall, however, be factory aligned. The bed plate levels shall be properly fixed at site before the foundation bolts are grouted.

Each pump set shall be provided with coupling guard, air vent and delivery pressure gauge.

6.4 TESTING AND COMMISSIONING

The Contractor shall be responsible for testing and commissioning the entire services installations described in these Specifications and will demonstrate the operation of the systems to the entire satisfaction of and approval of the Engineer. NOTE: Before doing bore well contractor shall obtained the necessary permission from the concerned authority.

7.0 UNDERGROUND WATER TANK 7.1 General 7.1.1 Special care shall be taken to get the most suitable grading of aggregate so as

to produce the densest possible concrete. Water cement ratio shall be controlled consistent with the requirements of workability to produce impervious concrete.

7.1.2 The concrete between reinforcement and the form work on the water face shall be well compacted and the bored joints tight, so as to produce a face free from honey-combing or pores. External vibrators viz shutter vibrators at the rate of one vibrator per 2.5 sqm of shutter area may be used to produce a compacted concrete with a dense skin which shall not however, contain an excess of cement, where it is not possible to use shutter vibrator pin vibrator shall be used after the approval of Engineer-in-charge.

7.1.3 Construction joints where day's work joints are formed whether horizontally or

vertically, they shall be rebated. Care shall be taken to remove from the earlier lift over all pieces of gravel, stone chips, wooden chips, country nails or any other foreign materials.

7.1.4 All Latinate shall also be thoroughly remove if necessary, the face of old

concrete shall be well hacked to expose the aggregate and after washing the surface, a thin coat of mortar or grout with mix of 1:1 (1 cement : 1 coarse sand) shall be applied immediately before resuming concreting.

7.1.5 Water bar installation along the joints shall be done by embedding one half of water

bar in each side of joint by suitable jigs/supporting arrangements between the adjacent sections of concrete as per the manufacturer's specifications and directions of Engineer-in-charge. Water bars shall be properly aligned and placed in position during embedding. To achieve the continuity of water bar all along the joint at crossing and at change of alignment, the water stops shall be welded (in T, X or L shapes as the case may be) as per manufacturer specifications and direction of Engineer-in-charge. Suitable jigs manufactured out of reinforcing bars may be used for fixing the water bars.

7.2 Fittings

Pipes and other fittings passing through the walls and bottom shall be well

embedded in concrete and shall be provided with normal puddle flanges.

7.3 Curing

7.3.1 Concrete in water retaining portion shall be cured minimum for 21 days. 7.4 Hydraulic Testing Structure shall be tested strictly in accordance with IS 3370(Part I) for water

tightness. For Under Ground tank total maximum drop in water surface level over seven days shall not exceed 40 mm.

7.5 Damp proofing of water reservoirs, tanks etc. 7.5.1 General The damp proofing of water reservoirs etc. shall be carried out in the following

order : a) Preparation of subgrade b) Lean concrete layer c) R.C.C. structural slab flooring

d) R.C.C. in vertical walls and dome e) Plastering on floor, walls and dome etc.

a) Preparation of subgrade.

The subgrade for flooring of water reservoirs shall be prepared to desired level and well consolidated with rammers or hand rollers.

b) Lean Concrete Layer

Suitable arrangement for pumping of water shall be made to keep the site free from sub soil water till the construction of structural slab and walls are completed. On this prepared sub-grade 20 cms thick bed of lean concrete of mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) shall be laid. Acrylic based cement slurry will be spread which will penetrate into P.C.C 1:4:8 layer to fill the pores. 12 mms thick plaster in cement mortar 1:3 (1 cement: 3 coarse sand) mixed with acrylic based chemical water proofing compound (1% by weight of cement) shall be laid over lean concrete. c) R.C.C. Structural Slab or Wearing slab. Over the plastered surface, R.C.C. 1 : 1.5 : 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mixed with acrylic based chemical water proofing compound (1% by weight of cement) shall be laid in floor.

d) R.C.C. in vertical Walls and Dome.

Reinforced concrete in walls shall have same mixed with acrylic chemical as mentioned in floor slab.

e) Plastering on floor, walls and dome etc.

All internal surfaces shall be plastered with 15 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with acrylic based chemical water proofing compound (1% by weight of cement) finished with a floating cost of neat cement.

NOTE;

Coarse sand to be used for plastering shall be of approved quality and shall be

invariably washed clean of all dust, dirt and clay.

8.0 PVC Handrails: PVC hand rail shall be heavy duty type of approved brand, make

and colour and shall be properly fitted over the MS flat in staircase railing. 9.0 Coat Hook: Coat hook shall be of heavy duty type approved brand, make and

colour. It shall be of multiple hook type with provision of hanging three coats. It shall be fixed to the door with 20mm long screws.

10.0 Kitchen Cabinets/Shutters: All the wood used in the cabinets and shutters shall

be kiln seasoned and ASCU processed. Only Water resistant and termite proof board and ply shall be used of approved brand and make. Full length hinges shall be used for shutters and shall be fixed with the frame with screws. 6mm commercial ply shall be fixed to the frame for fixing shutters as required. Fixing of the cabinet frame and shutter shall be with adequate rawl plugs/Dash fasteners of minimum 50mm long to the satisfaction of Engineer in charge. All the fittings shall be screwed with 12/18mm screws as required. Back of the ply of cabinet shall be painted with bituminous paint. All fittings shall be of approved brand, make and shade.

11.0 Fire proof doors and frames: All the wood used shall be kiln seasoned and ASCU

processed. Doors and frames shall be factory made, as approved by the engineer. 12.0 Number Plates: Stainless steel shall be of best quality available as approved by

the Engineer in Charge. 13.0 Glass Shelves: Edges of Glass shelves shall be properly grinded and shall be

absolutely smooth. Corners of the shelves shall be rounded. Mouth shaped Brackets for holding the shelve shall be of heavy duty type steel with powder coating of approved shade and colour. Brackets shall be fixed to the wall with rawl plugs and screws of minimum length of 40mm.

14.0 Curtain Rod: Powder coated Aluminium Curtain rod shall be heavy duty with

decorative type brackets with intermediate support brackets as required to the satisfaction of the Engineer in Charge, decorative end pieces and curtain rings @ 125mm c/c spacing. Brackets shall be fixed to the wall with rawl plugs and screws of minimum length of 40mm. Curtain rod shall be of approved brand, make and shade.

15.0 Magic Eye: shall be tightly fixed by drilling hole in the door at a height of 1.5 m

above the finished floor level. It shall be heavy duty type with a brass ring. The convex lens shall provide a total broad clear view outside the door. Convex lens with narrow vision shall not be accepted.

16.0 Letter Box : shall be fixed to the wall with rawl plugs and screws of minimum length

of 40mm. Flat number shall be written on it in “Arial black” type letters of 80mm size.

17.0 Medical Chest: shall be of heavy duty PVC with shelves of approved shape, colour

and shade. It shall be fixed to the wall with rawl plugs and brackets as required with screws of minimum length of 40mm.

18.0 Sanitary CP fittings & fixtures: C.P. cover plate and C.P. brass heavy duty

extension pieces shall be used for fixing sanitary fittings and fixtures in GI pipe. 19.0 Ceramic Tiles;

Wall tiling: Tiles shall be fixed on walls firmly, fully packed with cement paste and edges at corners shall be chamfered. All joints shall be properly filled and finished.

Floor tiles: shall be fixed on cement concrete base of appropriate proportion as per drawings and required slope shall be provided upto floor trap for drainage of water.

Stone Work: Stone slabs in treads, Risers of steps, shelves, Kitchen platform shall be of full length and width. Stone work shall be of uniform colour and shade to the satisfaction of the Engineer –in charge.

20.0 Strong Room Doors

Door frame is a one piece bent angle welded construction fabricated from 10mm M S platesComposite protection for Class I of 70mm (Class C Standard) and for Class II of 90mm (Class B Standard) thick slab fortified over entire lock case area (1.75 sq mts) Available in Five classes in increasing degree of security from Class C to Class AAA specifications of BIS. Also available with a slab thickness up to - 175mm for high Security applications. Monolithic, superior Double duty barrier, made of ultra hard aggregates for protection against fire and Burglary attacks for Class C and Class B Doors A Torch and Drill Resistant Matrix structure barrier provided on High Security Doors (Class A, Class AA, Class AAA) Oxy-acetylene, arc, drill and hammer resistant protection. Unique balanced pressure bolt work to neutralize the pressure on the lock bolt, protecting against any attempt to dislodge the locksAny excessive force on the Door Handle shears the Lever Control bolt thus protecting Locks and Locking mechanism. Handles fitted on an impact resisting shaft that defeats attempts to hammer it in Adjustable strap hinges that enable the door shutter to be adjusted vertically so that it accurately fits with the frame. A well-designed grille gate secured with Godrej high precision 8-lever dual control lock operable from both sides is providedA 12-step anti-corrosion treatment for all steel components, after which the components are given a coat of rust inhibiting zinc rich primer for more protection High quality nitrocellulose paint to render smooth, scratch-free finish Emergency doors for entry into strong rooms Optional Plenum Chamber arrangement can be provided on emergency doors to facilitate air conditioning in larger vaults Optionally, a strong room door hung on the left can also be provided. Optionally a crane hinged mechanism is also available for High Security Doors. Doors are optionally provided with a compression mechanism and limit switch if required Locking system Two superior quality dual control high precision 8-lever locks made of brass levers actuated by phosphor bronze spring Highly sensitive re-locking device on both locks prevents burglary by instantly

http://www.godrej.com/GodrejNew/Templates/SecurityEquipment/SEDProduct.aspx?NRMODE=Published&NRORIGINALURL=%2fGodrejNew%2fGodrejHome%2fOurCompanies%2fGNB%2fConsumerProducts%2fSecurityEquipment%2fProducts%2fPSP%2fVaultEquipment%2fDefenderPlusStrongRoomDoors%2ehtm&NRNODEGUID=%7bEE6E599F-52C5-4237-9C37-35080F66BCE5%7d&NRCACHEHINT=NoModifyGuest






deadlocking the Door if the locks are tampered with either mechanically or by using liquid explosives Drill defeat shields protect vital parts of the lock and dead locking device Optionally, a 4-wheel combination lock can also be fitted in addition to the 2 key locks Option for fitting Time Lock available Certification As per IS 11188 Approved & Listed by the Bureau of Indian Standards (BIS). Successfully tested for burglary and fire resistance at the Central Building Research Institute (CBRI), Roorkee, the only accredited institute of it's kind in India that carries out such tests. Usage Banks, Private Safe Deposit Vaults, Financial Institutions, Hospitals, Jewellers, Post offices, Hotels

21. Thermal Insulation

Thermal Insulation 1.00 Scope:

Supply and installation of insulation on the Ducts/Surfaces carrying conditioned air to these specifications and in accordance with the requirements of drawings and schedule of quantities.

2.00 General: These specifications are to be read in conjunction with the drawings, particular technical specifications and schedule of quantities enclosed.

3.00 Procedure (Duct Insulation with XLPE): 3.01 Clean the surfaces of the Ducts/Surfaces to be insulated so as to remove any

dust, oil, grease etc. 3.02 Apply a thin layer of Fevicol adhesive SR-998 or approved equal each on the duct

surface and on the back of the insulation material. 3.03 When the adhesive is tack dry, fix the insulation sheets on to the Ducts/Surfaces

pressing the material firmly to allow a good bond formation. The material shall be fixed under compression without any stretching.

3.04 Seal all longitudinal and transverse joints with 50 mm wide x 3 mm thick self adhesive tape to be supplied by the insulation manufacturer. The tape shall be of the same material as insulation and shall be as per manufacturer’s recommendations.

3.05 To provide mechanical strength to the insulation exposed to eye viz. In AC plant room, AHU rooms, Fan Rooms etc., the insulation material shall be factory laminated with aluminium foil. In such cases, the joints shall be sealed using 75 mm wide x 3 mm thick self adhesive tape with aluminium foil facing. The tape shall be of the same material as insulation and shall be as per manufacturer’s recommendations.

4.00 Materials (Duct Insulation with XLPE): 4.01 Insulation

• Chemically cross-linked closed cell Polyethylene FR-XPE fire retardant grade in roll form.

• With self adhesive backing with a peel off cover • Thermal Conductivity: Not exceeding 0.032 W/m K at 0 degree

C mean temperature • Density: Minimum 33 + 3 Kg/cum. • Operating Temperature Range: - 40 to + 115 degree C • Flammability: Class I as per FMVSS 320 • Approvals: Material shall be approved by Chief Fire Officer • Thickness: Minimum 8 mm for Ducts/Surfaces in conditioned

spaces & minimum 12 mm for Ducts/Surfaces in unconditioned spaces

• Each lot of material shall be supplied with manufacturer’s test certificate.

• Samples from each lot shall be got tested by the contractor at his cost for the thickness, density and thermal conductivity.

4.02 Adhesive: Fevicol SR-998 or equivalent 4.03 Joint Sealing Tape: Sample and make/model approval shall be obtained by the

contractor

ANNEXURE - I

LIST OF MATERIALS OF APPROVED MAKES/BRANDS

S.NO. MATERIALS BRAND NAMES 1.

Cement ACC, L& T, Vikram, Shree, Diamond, or other reputed manufacturer of Cement to ISI certification. Cement from mini cement plant shall not be allowed.

2 Steel TATA, Rashtriya Ispat Nigam Ltd. 3 Flush doors a) Swastik (kitply)

b) GREENPLY c) DURO d) Archidply

4 Marine Plywood/ BWP plywood for panelled shutters

a) Kitply b) DURO c) Bhutan Board d) Archidply, e) CENTURY f) GREENPLY

5 Particle board for panelled shutters

a) Indian Plywood Manufacturing Co.

b) Bhutan Board c) Archidply d) ECOBOARD

6 Adhesive a) FEVICOL b) VEMICOL

7 Screws a) GKW b) Nettlefold

8 Glass a) ATUL b) MODIFLOAT c) Saint Gobain

9 Paints & Distemper a) Asian b) Berger c) Nerolac d) ICI

10 Water proofing Cement Paint

a) Snowcem Plus b) Aquacem c) Ceco-Cem

11 Water proofing Compound a) Pidilite b) Cico c) ACC d) Roffe

12 Ceramic Tiles a) Somany Pilkington (first quality)

b) Johnson (first quality) c) Kajaria (first quality)

13 Vitreous China Sanitary ware

a) Hindware b) Parryware c) Seabrid (Coral)

14 W.C. seat and cover (IS-2548)

a) Commander I.S. (solid heavy duty) b) Admiral (solid heavy duty)

15 PVC Flushing Cistern a) Duralite b) Commander c) Jindal

16 Stainless Steel Sinks a) Neelkanth b) Cobra c) Jayna

17 C.P. brass fittings, fixtures

& C.P. Waste a) Parko b) Kingston c) RIVIERA d) GEM

18 Mirror a) Modi Float Glass b) ATUL c) Saint Gobain

19 Cast iron items (C.I.) Cast iron soil pipes & fittings (IS:1729-1979)

a) A-1 b) RIF c) SKIF d) VIP e) NECO

20 (i)C.I. Spun Pipes (water supply)

a) ELECTROSTEEL b) KESSO spun c) KDUPL

(ii) Cast iron pressure pipes & fittings

a) KAZECO

21 a) G.I. pipes a) Jindal (Hissar) b) Prakash Surya c) TATA

b) P.V.C. pipes and fittings a) Supreme b) Prakash c) Prince Ltd. d) Tirupati Structures

22 G.I. fittings a) R- Make b) Unik

23 Aluminium Accessories a) Classic b) Argent c) Everite d) Crown

24 Gunmetal valves/ Ferrules a) Leader b) Sant

25 Brass stop cock Bib cocks a) Leader b) L & K

26 Ball valve with float a) Leader b) L & K

27 Stoneware pipes & Gully Traps

a) As per Approved Manufacturer

28 C.I. covers & Manhole covers

a) RIF b) BC (Agra) c) NECO

29 SFRC covers for manhole a) As per Approved Manufacturer 30 R.C.C. pipes a) As per Approved Manufacturer 31 S/S C.I. pipe & fittings a) IISCO

b) Kesoram c) SIF

32 C.I. Sluice valve & Non Return Valve

a) Kirloskar b) I.V.C c) Leader

33 Factory made door/window pressed steel frames/Shutters

Approved Factory

34 Aluminium Composite Panel

SUNBOND , INDBOND, FUJI BOND

Note: (1) The Contractor shall supply ISI marked material as per any of the makes or brands

indicated above. In case the firm is not manufacturing ISI marked material for any of the brands, first quality material shall be accepted. The samples of the material shall in either case have to be got approved from the Engineer.

(2) Material where no make/brand has been mentioned, ISI marked samples shall be

submitted by the Contractor for approval of Engineer. For those class of materials, where no firm exists with ISI approval, sample of first quality material of the firm shall be submitted for the approval of the Engineer.

(3) Any variation from the above mentioned makes/brands will require specific approval

of the Engineer (4) It will be contractors’ responsibility to ensure the quality of products listed in

approved list of brands. Contractor will have to replace the defective and substandard materials at his own cost.

TECHNICAL SPECIFICATION FOR

INTERNAL ELECTRIFICATION, LIFT & EPABX SYSTEM

TECHNICAL SPECIFICATIONS FOR INTERNAL ELECTRIFICATION, LIFT & EPABX SYSTEM

3.0 GENERAL 3.1. The electrical wiring installations shall be carried out in conformity with the requirements of the

Indian Electricity Rules, 1956 as amended upto date and to the relevant regulations of the electric supply authority concerned, and IS : 732 Indian Standards Code of Practice for Electrical wiring installations.

3.1.1 (a) All the equipment, fittings and accessories, materials selected for the wiring installations, shall

conform to the relevant Indian Standards wherever these exist. These will be of makes as specified in the tender or as approved by the Engineer.

If specification for an item is not available in these Technical Specifications the work shall be executed conforming to the latest CPWD specifications.

The work shall be carried out in general as per the latest Central PWD specification with upto date correction slips, amendments and additions.

(b) The contractor shall produce samples of all materials and shall obtain approval in writing

from Engineer-in-Charge before he places bulk order for the materials for incorporation in the work. In respect of materials for which samples are not kept or detailed specifications are not given here-in-after, the materials shall comply with latest relevant Indian Standard Specifications whether listed in DSR/SOR and under these specifications or not. Materials having ISI Mark shall be given preference over those not having ISI Mark.

3.1.2 Looping back system of wiring shall be adopted. 3.1.3 A light circuit will not have more than total 10 points of lights, fans and 6 Amps. socket outlets or a

load of 800 watts, whichever is less. Power Circuit will not have more than one outlet per circuit. 3.1.4 All the wiring shall be recessed conduit with PVC insulated, unsheathed, stranded, Copper

conductor wires of sizes 1.5 sq. mm. for light points/circuits and 4 sq. mm. for power points. 3.1.5 Only ISI marked PVC conduits (Medium), with suitable accessories, shall be used. Minimum size of

conduit used, shall not be less than 20 mm dia. 3.1.6 Separate conduits shall be laid for the wiring of lighting/fan points, circuits, power points including

circuits, sub mains, telephone and TV system. 3.1.7 Junction boxes in the conduit run on walls/ceilings wherever required shall be provided with

MS/Aluminium sheet covers of not less than 0.3 mm thick. Also rubber closers shall be used to plug in extra holes of junction box outlets as required.

3.1.8 Each light/power circuit will have not less than 14 SWG bare copper independent earth continuity

wire. 3.1.9 Location of the light and power points shall be as per the details in drawings and as approved by the

Engineer. 3.1.10 Height of switch box (bottom) shall be 1.25 M above the finished floor level and of 6 Amp., TV,

Telephone and 16 Amp. socket outlet box (Bottom) 23 cm above the finished floor level. 16 Amps. socket outlet box (bottom) in kitchen will be 23 cm above the top of working platform and

for geysers in Toilet shall be placed 1.50 M above the finished floor level as per drawings. Light bracket/bulkhead/Fluorescent Tube fittings points shall be at 2.10 M above finished floor level. Distribution Box shall be at 1.5M above finished floor level. The heights given may be changed to suit local requirements and shall be approved finally by the Engineer. No extra claim of whatever nature will be entertained due to any change in location/mounting height.

3.2 Electrical Installations & Testing :

Each light point shall comprise of providing and fixing recessed conduit including accessories, PVC insulated 1.5 sq. mm. conductor cable, light point outlet box, 16 Amp. SP Piano type switch in 16 SWG MS box with 3mm thick laminated sheet (Formica/Sunmica) cover of approved shade, painting etc. as required and complete with circuit wiring including continuous copper earth wire. Wiring test report shall be arranged by the Contractor.

3.3 Each 3/5 pin 6 Amp. socket outlet points shall comprise providing and fixing out recessed conduit

and accessories 1.5 sq.mm. copper conductor PVC insulated Cable, 6 Amps. 3/5 pin socket outlet and 6 Amp. SP Piano Type Switch in 16 SWG M.S. Box with 3mm thick laminated sheet cover (Formica/Sunmica) of approved shade, painting and earthing the earth pin of socket outlet with 14 SWG bare copper wire etc. complete as required.

3.4 Each ceiling fan/exhaust fan point shall comprise of providing and fixing recessed conduit including

accessories, PVC insulated 1.5 sq. mm. copper conductor, cables 14 SWG bare copper wire for earthing the fan regulator, 6 Amp SP Piano Type Switch in 16 SWG MS box with 5 mm thick laminated sheet (Formica/Sunmica) cover of approved shade, 150mm Hexagonal 16 SWG MS Box foe fan clamp with 13mm dia., 450mm long MS rod, bent downwards at ends etc. complete as required. Circular 3mm laminated sheet cover shall be provided for fan box.

3.4.1.a)14 SWG bare copper wire shall be run for all lights and fan points wiring as continues earth wire. b) All metallic fixture to be earthed. 3.5 a)Each 6 Pin 16 Amp. socket outlet point shall comprise of providing and fixing recessed conduit

including accessories, 4 sq. mm. PVC insulated copper conductor cables, 16 Amp, 6 pin socket outlet, 16 Amp. SP Piano type switch in 6 pin socket outlet, 16 Amp. SP Piano type switch in 16 SWG M.S. Box 3mm thick laminated sheet (Formica/Sunmica) cover of approved shade and including earthing of the earth pin of socket out let with 14 SWG bare copper wire complete as required. There shal be two pwer points on 4sqmm copper conductor cable circuit controlled by one SP MCCB of C curve characteristic.

b)The AC point shall be wired with 4 sqmm PVC insulated copper conductor cable controlled by 25

amp SPMCB of 10 KA rupturing capacity and C curve curve characteristic. No other power point shall be connected to this circuit.

3.6 Each call bell point shall comprise of providing and fixing recessed conduit including accessories

PVC insulated, copper conductor cable, outlet junction box. 6 Amp, SP Piano type bell push in 16 SWG MS box with 3mm thick laminated sheet (Formica/Sunmica) cover of approved shade point etc. complete as required.

3.7 Each telephone point shall comprise of 2 x 0.6mm dia PVC insulated and sheathed tinned, copper

conductor cable, recessed conduit including providing and fixing of 6 Amp. 2 pin telephone socket outlet in 16 SWG MS box with 3mm thick laminated sheet (Formica/Sunmica) cover of approved shade painting complete as required.

3.8 TV Antenna point comprises 25mm dia recessed conduit including providing TV cable and fixing

suitable socket outlet in MS box with 3mm thick laminated sheet (Formica/Sunmica) cover suitable socket outlet for aerial wires.

3.9 Submains and mains wiring comprising PVC insulated, copper conductor cables of required size

(based on load of individual flat) in recessed conduit, shall be provided. The size of the PVC conduit shall be as per relevant IS codes, amended upto date.

Earth wire not less than 8 SWG, G.I. will be laid for each single phase/submain as approved by the Engineer. For 3 phase submain, two earth wires (8 SWG. G.I.) will be provided.

3.10 SPN/TPN double door Distribution Boards of required ways with 32/40/63 Amps ELCB+ MCB

combination/RCBO for incoming and 6 Amps. SP MCB for each light circuit, 10 -25 Amps SP MCB for each power circuit as per design approved by Engineer, will be provided. MCBs shall be of not less than 10 KA breaking capacity. TPN DB’s shall have 16 Amp & 25 Amp capacity SP MCB for power equipment. All MCBs provided in the DBs shall be of “C” category. These boards shall conform to IS-13032 with degree of protection I.P. 42.

3.11 All electrical wiring accessories such as Piano type switch, bell push, 6/16 Amps socket outlets,

Telephone outlet, TV outlet, Ceiling Rose, pendent/batten holder etc. as per the approved list of makes of materials.

3.12 PVC/procelian connectors shall be installed at wiring terminals for fittings/fans etc. 3.13 Luminaries/fans shall not be provided unless specified. 3.14 Earthing (Plate earth Electrode) conforming to IS 3043 shall be provided. 3.15 On completion of the installations, following tests shall be carried out for each flat as laid down in

IS: 732 and should give satisfactory results. (i) Insulation Resistance test. (ii) Polarity Test of Switches. (iii) Earth Continuity Test. (iv) Earth Resistance test. 3.16 Testing instruments, labour, material and other incidentals necessary to conduct the tests shall be

provided by the Contractor at his own cost. All the above tests shall be carried out preferably in presence of Engineer or his authorized representative and test result recorded in the test sheets.

3.17 The meter board shall be cubical type, made out of CRCA sheet not less than 16 gauge. It will have

the following compartments : (i) Bus bar chamber with Aluminium bus bars of adequate ratings, suitable for 415 Volts, 3 phase, 50

cycles AC supply. (ii) Independent lockable compartment with hinged door wooden plank 12mm thick, for each flat for

housing KWH meter. For facilitating meter reading, cover will be equipped with standard size window covered with 2mm transparent plastic sheet. Each meter cubical shall be number painted for identification of flat Number. One inch pad lock shall be provided for all the metering cubicles, Bus-bar and main switch chambers. The pad locks shall be of approved make. Neutral link and kit-kat fuses shall be separately housed and shall have lockable cover. Suitable cable ally shall be provided for submains.

(iii) 3 phase HRC fuse switch unit or MCCB of suitable rating front operated for controlling the

incoming SEB supply. (iv) MCB chamber flitted with suitable rated SPN/TPN MCB for independently controlling the supply of each flat and common area, hinged door having cut-out for dolly/handle operation.

(v) All inter connected wiring of not less than 10sq. mm PVC insulated, stranded copper conductor cable, between bus bar chamber to meter chambers and to MCB chambers. All termination of the wiring with the bus-bars shall be compressed sockets of suitable size.(vi) Earthing connection at two points as required.

(vii) The meter board shall be dust and vermin proof, free standing/wall mounted type. The design of the meter board will be as per requirements of SEB. PVC gasket shall be provided under the covers.

(viii) Cable galleries shall be provided in the metering panel for easy run/termination of wiring. (ix) The meter board shall be painted with powder coating process of approved shade and manufacture. 3.18 Earthing

All the non current carrying parts of electrical installation shall be earthed as per IS: 3043. All equipment, metal conduits, rising mains, cable metal armour, switch gear, distribution boards, meters, all other metal parts forming part of two separate and distinct conductors to earth electrodes. Earthing shall be in conformity with the provision of rules 32,61, 62 & 68 of IER 1956.

3.19 The Contractor shall arrange all statuary inspections and obtain certification of installation and NOC from Electrical Safety Inspector of the State. Fees payable in this connection shall deemed to be included in the quoted rates and nothing extra shall be paid by RITES.

3.20 The Electrical work shall be done by "A" class Electrical Contractor approved by the State of Delhi. 3.21 All the drawings issued to the contractor shall be for general guidance. However on award of the

work, Contractor has to submit working drawings of all the works, which shall be required to be approved by the engineer, prior to its execution.

3.22 Completion Plan & completion certificates

Contractor shall supply six sets of completion certificate, operation maintenance & manual indicating procedures, manufacturers catalogues, schedule of technical data, of all the equipment and accessories, warranty/guarantee cards given by manufacturers in the manner specified by the Engineer, along with completion plans of approved scale for the entire works shall be submitted in coloured drawing, along with soft copy in CD and on tracing paper.

LIST OF STANDARD CODES S.No. IS Code No. Description

1. IS:13703 HRC Fuses 2. IS:13947 Switch Fuse

3. IS:13947 Disconnector Changeover switches

4. IS:13947 Power Contactors 5. IS:8828- 1996 Miniature circuit breakers 6. IS:13947 -1993 MCB Isolator 7. IS:12640 -1988 Residual current circuit breaker (RCCB)

8. IS:13032 IS: 8623 MCB Distribution boards

9. IS:13947 Moulded case circuit breakers 10. IS: 8623 Load Bank Enclosures 11. IS:309 Plugs & sockets (industrial) 12. IS:13947 Control Relays

13. IS:13947 Motor Starters 14. IS:1554 PVC insulated aluminium power cables 15. IS:7098 XLPE insulated aluminium power cables

16. IS:1554 PVC insulated heavy duty electric cables PVC insulated heavy duty control cables

17. IS:694 House wiring PVC insulated copper cables

18. Technical Speci fication G/WIR

06102 Telephone cables

19. IS:3854 -1997 Switches 20. IS:1293 -1988 sockets 21. IS:13010 Class 2 Electronic KWH meters 22. IS:13779 Class 1 Static Energy Meters 23. 9537 PVC conduits 24. IS:3043-1987 Earthing

Technical Specifications for Passenger Lifts

Load/Speed 8 PERSON (544 Kgs.) 1.00 mps, VVVF

Drive Travel 14 meter approx. Number of Floors to be served 5(2 basements + 3 Upper Floor) Number of Landing Entrances 5(2 basements + 3 Upper Floor) Number and Position of Car Entrance 1(ONE), in front only Position of Machinery Directly above the lift well. Size of lift Well 1900 mm wide * 1900 mm depth Lift car inside size 1300 mm wide * 1100 mm depth Type of Car Entrance protection Power Operated Centre Opening

vandal proof Stainless Steel Finish Sliding Door

Type of Landing Entrance protection Power Operated Centre Opening vandal proof Stainless Steel Finish Sliding Door

Clear opening of Gates/Doors 800 mm Wide * 2000 mm High Type of control system Microprocessor Based Simplex

Collective control with or without attendant

Electric Supply AC 400/440 Volts, 3 Phase, 50 Cycles Type or design of Lift car Vandal proof Stainless steel car/ PVC

flooring

LIFT SPECIFICATION SPECIAL INCLUSIONS:

1. Direction & Position Indicator In Car & Lobby Landing 2. L.E.D. Position Indicator on the Floors 3. Battery Operated Emergency Light & Alarm Bell 4. Call Register Signal

5. False Ceiling In CAR 6. Infra Red Screen Sensor. 7. Vandal Proof S.S. Button with S.S. Cover 8. Fireman’s Switch

9. ACVF Door Operation 10. Overload Warning Indicator 11. Press & Speak Intercom System. 12. Fan ON- OFF Switch 13. Intercom System In Car And In Security Room will be provided

Including & Wiring from LIFT SHAFT to the Security Room.

14 Battery operated Automatic rescue device

Specification of Digital Hybrid System

3-level Automatic Reception with Voice Guidance The system offers DISA (Direct Inward System Access) function which allows outside callers to access any extension without going through an operator. Automatic greeting message (3-level) can be recorded by the operator or manager directing the caller to an appropriate section. “For the Sales Dept., press 1.” (Level 1) “For the PBX group, press 2”. (Level 2) “For Mark, press 1.” (Level 3) Callers can also dial the desired destination not only to an extension, but Ring Group, or even outside lines. When the system receives a fax transmission signal by DISA, it automatically connects the specified fax extension. Fax calls can be received day or night without an operator and there is no need of a special fax phone line. Built-in Voice Message (BV) One can benefit from the efficiency and ease of use of voice messaging without adding a separate voice mail system. The optional Voice Message Card ensures that it will never miss a call or important message from a customer or colleague. Customizes the mailbox by recording the greeting messages that are played when one can’t answer the phone. The callers can record their messages directly into the personal mailbox, allowing the recipient to receive private information without relying on hand-written notes and memos. Call Centres and Workgroups can use the common message area for recording caller messages that can be played back later by an operator (manager).

For more advanced voice messaging needs, a Panasonic Voice Processing System (VPS) gives even more professional flexibility and control. Caller ID Display on SLTs and APTs

Caller Recognition Better Call Management

The system is compatible with Caller ID, which allows a user to see the caller’s information on the displays of Single Line Telephones (SLTs) that supports Caller ID display and Analogue Proprietary Telephones (APTs). Proprietary display telephones can be used to access the Caller ID log for the 20 most recent calls (Call log). And the system has 300 common logs. The logged incoming calls can be called back easily. Flexible SMS Routing SMS (Short Message Service) messaging is an affordable and increasingly popular way to send text messages between fixed-line and mobile telephones. One can customize the system to allow SMS message senders to address their messages directly to a specific user’s SLT (Single Line Telephones), ensuring their messages are received quickly, and privately, by the desired user. Flexible and Simple Expansion Panasonic offers unprecedented flexibility and simple expansion with optional cards. By adding optional cards, one can expand the system from 3COs / 8 extensions to 8 COs / 24 extensions to meet the changing needs. Neither additional programming nor costly rewiring is required. Efficient Call Handling UCD (Uniform Call Distribution) with message

Improve the company image. Important business calls will not be missed. Shares the operator load.

For handling many incoming calls quickly and efficiently, this feature allows incoming calls to be distributed uniformly to a group of extensions. If all stations in the UCD group are busy, the system will play a message to the caller-acting like a receptionist. If still the UCD group remains busy, the call can be sent to a secondary DISA. This is especially useful for an office where many calls arrive at a group and there is only one person to take calls (queuing feature). Call Forwarding (Busy / No Answer / Follow-Me / to Outside)

Important business calls will not be missed Incoming, intercom and transferred calls to the extension can be forwarded to another destination when one is on the phone or away from the desk. Calls can be directed to a programmed number, such as the mailbox, another phone, or even outside the office building, improving efficiency and overall customer service. “Follow me” programming allows to remotely set Call Forwarding from another phone at the office (eg. meeting room), so calls to the extension will reach while one is away from the desk.

Day / Night / Lunch Mode The system provides “Day / Night” and “Lunch” mode features which can be used to change system functions according to the time of day. For example, one can designate which phones will ring for incoming calls after hours, or prevent outgoing calls at night. Door phones, Door Openers, and Doorbells Up to 4 door phones can be connected to the system. When a visitor presses a door phone button, the pre-assigned extension telephone will ring and the extension user can answer the call to talk to the visitor. Standard doorbells can also be connected to the system to indicate door phone calls with the familiar chime sound. Door phone calls can be indicated by ringing, by doorbell, or by both. If an optional Door Opener is connected, the extension user can even open the door and let the visitor in. Emergency Calls One can assign 5 numbers which can override toll restriction as an emergency call to the police, fire department, ambulance, etc. 5-party Conference This feature allows 5 parties to have a telephone conversation at one time. Up to 2 outside lines can join a conference call. Room Monitor An Analogue Proprietary Telephone or Door phone can be used as a Room Monitor. This feature is useful for monitoring a child room or for security purposes. Extension Group The system supports 8 extension groups. In an extension group, the following features can be activated. Group Calling Pickup: Any member of extension group can pick up a call directed to another member of the group. Paging-Group: Any member of extension group can make a voice announcement to another group member. A hunting group, DISA ring group or UCD group is a specific extension group. Ringing Pattern Selection A ringing pattern can be selected depending on the type of call such as on outside call, intercom call and door phone call One can distinguish private calls from business calls. Message Waiting Allows an extension user to notify the call extension of a message waiting when the call extension is busy or does not answer the call. Pressing the lit MESSAGE of proprietary telephone can call back the called party automatically. Economical Cost Management Calling Activity Reports (SMDR: Station Message Detail Recording) The system can record or print out call information such as the date, time, extension number, dialled number, duration, etc. SMDR information can help in managing long distance call costs, staff productivity and phone system usage.

Account Code Entry (Option / Forced / Verified) Account codes can be used to identify outgoing external calls for accounting and billing purposes. The calling activities made with ID codes can be printed out (SMDR). A “Verified Account Code” is very useful control toll costs, because a user dialing a long distance number must enter a valid account code to temporarily override toll restriction. Account codes can be used to manage your telephone expenses more effectively. Toll Restriction The system can be programmed to prohibit unauthorized outgoing long distance calls by restricting certain extensions from accessing specific area codes / exchange codes. Electronic Station Lock Prevents unauthorized personnel from making calls with the phone by “locking” the outside lines and requiring a 4-digit security code before making calls. The operator and manager are given the privilege of controlling Electronic Station Lock at any station by using the DSS console. For example, this feature is useful for a small hotel when guests have checked out. Limited Call Duration The system disconnects outside outgoing calls when a pre-programmed time expires. An alarm tone will be sent to both parties 15 seconds before the assigned time limit. Easy Programming, Easy Maintenance Intuitive Customisation and Maintenance System customisation and maintenance is easier than ever, thanks to the included Panasonic KX-TE Maintenance Console Software. Simply connect a PC to the system via the built-in USB or serial (RS-232C) interface, and the software’s intuitive graphic interface will help to do the rest. The System Administrator can even program and maintain the system while off-site, by connecting remotely to the built-in modem. And of course, the familiar Panasonic PT Programming interface is also available, allowing to quickly program the system using a PT. Battery Backup Interface (Built-in) The system is equipped with a built-in battery interface which provides full system operation in the event of a power failure.

Features of the System

Item Description Ports Up to 192 ports CO's Up to 128 CO's Phones (wired) Up to 128 phones Telephone Compatibility Works with Panasonic KX-T7000KX-

T7400, 7600, 7720, 7731, 7750 series as well as KX-NT136, KX-NT265 and SLTs

Multi-Cell Wireless Yes Maximum Cell Stations (Antennas)

Up to 32

Maximum Doorphones Up to 16 Maximum Door Opener Contacts Up to 16 Maximum Voice Message (OGM) Channels

Up to 16

Maximum Voice Processing Systems

2 units

BGM/MOH (Music on Hold) Inputs

2

External Paging Outputs 2 RS232C/SMDR Outputs 1 USB Ports 1 Ethernet (10 BaseT) for CTI/Programming

1 port

Voice Over IP Gateway (with QSIG)

Yes

Voice Over IP Extension Yes, KX-NT136, KX-NT265 and IP Soft Phone

SD Card Yes, for storing system software and local database information

TAPI 2.1 Compliant Yes, Telephone Application Programming Interface Compliant

Automatic Callback Busy (Camp On)

Yes

System Speed Dialing 1000 Numbers and 32 Digits each per tenant

Account Codes Yes Conferencing Yes, 3 to 8-parties per conference (32

parties total) Incoming Call Distribution Yes Universal Call Distribution Yes Direct Inward System Access (DISA)

Yes, with optional KX-TDA0191 4-Channel Message Card

Call Forwarding Yes Caller ID/Call Logging Yes Digital Voice Mail Integration Yes, digital integration with Panasonic

voice processing systems Live Call Screening Yes, DPITS only (requires optional

TVA Voice Processing System)

Remote Live Call Screening Yes, DPITS only (requires optional TVA Voice Processing System)

Two-Way Record Yes, DPITS only (requires optional TVA Voice Processing System)

Two-Way Transfer Yes, DPITS only (requires optional TVA Voice Processing System)

Intercom Paging Yes, DPITS only (requires optional TVA Voice Processing System)

Direct Mailbox Access Yes, DPITS only (requires optional TVA Voice Processing System)

Auto Configuration Yes, DPITS only (requires optional TVA Voice Processing System)

Caller ID Routing Yes, DPITS only (requires optional TVA Voice Processing System)

Caller ID Name Announce Yes, DPITS only (requires optional TVA Voice Processing System)

Caller ID Personal Greeting Yes, DPITS only (requires optional TVA Voice Processing System)

ISDN Primary Rate Service (with QSIG)

Yes

T1 Yes Absent Message Capability Yes A.R.S. (Automatic Route Selection)

Yes

Automated Attendant (with DISA/OGM)

Yes

Automated CO Hunting Yes Automatic Fault Logging Yes Call Hunting (Terminal or Circular)

Yes

Call Log Yes Call Parking Zones Yes Call Park Retrieve Yes Call Pick Up Yes Call Transfer/Transfer Recall Yes Call Waiting Yes Caller ID, Call Log Lock Yes Caller ID, Call Waiting Yes Caller ID Callback Yes Caller ID Date and Time Adjust Yes Class of Service Yes Centralized Voicemail Yes, with KX-TVA Voice Mail Systems CO Limited Duration Timer Yes CO Line Names Yes CO Line Status Yes, two color LED Data Line Security Yes, for Fax or Modem Date and Time Display Yes Delayed Ringing Yes D.I.L. (Direct in Line) Yes D.I.S.A. Single Digit Access Yes Distinctive Ringing Tone Yes

(Doorphones) D.N.D. (Do Not Disturb) Yes, with override Door Intercoms/Door Opener Contacts

Yes

DSS/BLF Consoles Yes Dual Port Usage (Parallel SLT Station)

Yes

Duration Time of Call Display Yes Electronic Station Lock Yes Emergency Call Number Programming

Yes

Extension Groups Yes Intercom Yes Internal Call Paging (All Call Paging)

Yes

Internal Paging (Zone Paging) Yes Last Number Redial Yes

Limited Call Duration Yes Login/Logout (Hunt, Ring, UCD) Yes Lunch/Break Mode Yes Memory Back-up Yes Message Waiting - Proprietary Phones

Yes

Message Waiting SLT Yes Military Time Display Yes M.O.H. (Music on Hold) Yes Multilingual Displays Yes, 5 Multiple Voice Mail Lamps Yes Network DSS Yes Off-Hook Tone Signaling Yes Off-Hook Monitoring Yes (KX-T7431, KX-7433, 7436, 7600

Series) Off-Hook Voice Announce Yes (KX-T7235, T7436, 7600 Series) On-Site Programming Diagnostics

Yes

Operator Call Yes Power Failure Transfer Yes Pre-Selection (Central Office or Intercom)

Yes

Privacy Release Yes Remote Programming and Diagnostics Modem

Yes

Remote Station Lock Control Yes Ring Groups Yes Ring Groups DISA Yes Ringing Line Preference Yes Saved Number Redial Yes Secret Dialing Yes Seven Day ARS Time Tables Yes Station Name Display Yes

Station to Station Messaging Yes Station Speed Dial Numbers Yes, 100 numbers, 32 digits each T.A.F.A.S. (Trunk Answer from any Station)

Yes

CSTA Compliant Yes Timed Reminder Yes Timed Reminder, Remote Yes Toll Restriction Yes Toll Restriction Override Yes Tone/Pulse Conversation Yes Tone/Pulse Dialing (By CO Line) Yes Transfer (Screened/Unscreened) Yes Trunk Groups Yes Unattended Conference Call Yes Uniform Call Distribution Yes, with or without OGM Automatic Voicemail Configuration

Yes, Panasonic KX-TVA Voicemail System with DPITS Integration

Walking Class of Service Yes Whisper OHCA Yes

LIST OF MATERIALS OF APPROVED MAKES/BRANDS

Electrical works 1. Pumps a) Kirloskar b) Jyoti

c) Crompton Greaves 2. Electric motors a) Siemens

b) Kirloskar c) Crompton Greaves

3. PVC insulated copper conductor wires 1100 a) Delton grade and flexible wire b) Skytone/skyline Fan Regulator c) Finolex

d) National e) Plaza f) Batra Henlay

4. Telephone wire & TV cables a) Delton

b) Skytone/skyline c) Plaza d) Batra Henlay

5. HRC switches & fuses a) Siemens b) Alsthom c) L & T d) Crompton Greaves 6. MCB DB's a) Legrand b) Indo asian

c) Protect

7. Switches, sockets, bell a) Anchor push holders, ceiling b) North West rose, etc. c) Philcon 8. PVC conduit a) Poly Plast Industries (BEC) b) AKG 9. Miniature circuit breakers a) Legrand b) Indo Asian

c) Protect 10. Bakelite Sheet Hylam/Formica 11. Starter L&T/Siemens 12. Geyser BAJAJ/CROMPTON GREAVES

RACOLD/VENUS 13. Fluorescent fixtures/Lamps PHILIPS/CROMPTON GREAVES/ BAJAJ /ANCHOR & light fittings. 14. Ceiling Fans GEC/ CROMPTON Greaves/USHA 15. Exhaust Fans GEC/CROMPTON Greaves/Usha 16. Indicating Meters, metering Automatic electric/Nippon/ equipment & C.T.’s Kappa. 17. TV & telephone Cables Skyline/Finolex/Delton/National

18. Motor starters L & T/ GE Power Control/Siemens 19. MV panels Edward/ASE/ALERT/Madhu Electrical 20. Time Switches (A) MDS,

(B) INDO-ASIAN (C) L & T (D) STANDARD

21. Passenger Lifts (A) Johnson (B) Kone (C) Otis

22. Digital Hybrid System (EPABX) (A) Panasonic (B) Siemens 23. RO System (A) Ion Exchange (B) Kent 24. Water Cooler (A) Blue Star (B) Voltas Note: (1) The Contractor shall supply ISI marked material as per any of the makes or brands indicated above. In case the firm is not manufacturing ISI marked material for any of the brands, first quality material shall be accepted. The samples of the material shall in either case have to be got approved from the Engineer. (2) Material where no make/brand has been mentioned, ISI marked samples shall be submitted by the Contractor for approval of Engineer. For those class of materials, where no firm exists with ISI approval, sample of first quality material of the firm shall be submitted for the approval of the Engineer. (3) Any variation from the above mentioned makes/brands will require specific approval of the Engineer (4) It will be contractors responsibility to ensure the quality of products listed in approved list of brands. Contractor will have to replace the defective and substandard materials at his own cost.

TECHNICAL SPECIFICATION

FIRE FIGHTING SYSTEM

SPECIAL CONDITION OF CONTRACTS 1. SCOPE OF WORK

Following is the scope of work included in this Tender: a) Installation of Pumps in the terrace near overhead water tank complete as required starting

from suction line from OH tank. The distribution line from pump to fire shafts, butterfly Valves, N.R.V, Air Vessels, Pressures Gauges, Pressure Switches, Elect-Panel & Wiring for Motor Pressure Switches, Flow switch, level indicators with Panel & interlocking of fire Panel with drinking water pump’s panel for starting the bore well pump for replenishment of water in u/g sump, painting of all pipes & installation as directed. Necessary Foundation work for Pumps, Supports for Piping Bends, Tee’s, Dead ends, Tailpieces, Valves, and Vessel etc. as required.

b) Supports for vertical risers/ vertical pipes. Painting etc. as required. c) Fire fighting equipments, accessories and fitting as required. d) Installation of sprinklers, installation control valve, flow switch etc.in basements. e) Installation of butterfly valves on sprinkler branch line in basement for future connection of

sprinklers system to the sprinkler riser. f) Installation, testing and commissioning of the entire installations to the satisfaction of

Engineer and Local Fire Authorities. g) Obtaining NOC for the installations from Local fire Authorities. h) Maintaining the installation minimum for a period of 1 year from the date of

commissioning/ virtual completion, whichever is later, and imparting training to the workers/staff of the complex as asked for, Maintaining the installations as per IS requirement and exercising Fire drills as asked for by the RITES/client/Local fire Authorities.

i) Earth pits & earth strip for earthing the body of the motors is being provided by the

Electrical Contractor. 2. SCHEME: The Complete Building is being provided with following Fire Fighting arrangements. a) Overhead tank of adequate capacity with arrangement for replenishment for Fire Fighting. b) 150mm dia Down comers for Automatic sprinklers system and hydrant system for entire

building. c) 2-way fire Brigade connection for all blocks. d) Down comer with First Aid Reel inside the Building throughout and on different floors.

e) Portable fire extinguishers in the complete building. 3. INSTALLATION SCHEMATIC

The installation shall confirm to the schematic line diagram attached in the shape of drawings. Down Comer and Pipe layout drawing for building attached. Since the Agency executing the job is responsible for obtaining the NOC from the Local Fire Service Authorities.

4. SPECIFICATIONS 4.1 Work under Fire suppression system installation shall be carried out strictly in accordance

with specifications attached with the tender. 4.2 Items not covered under these specifications due to any ambiguity or misprints, or

additional works, the work shall be carried out as per specifications or the latest TAC manual up to date amendments as applicable in the work.

4.3 Works not covered under para 4.1 and 4.2 shall be carried out as per relevant Indian

Standards and in case or its absence as per British Standard code of practice. 5. EXECUTION OF WORK 5.1 The Contractor should visit and examine the site of work and satisfy himself as to the nature

of the existing roads and other means of communication and other details pertaining to the work and local conditions and facilities for obtaining his own information on all matters affecting the execution of work. No extra charge made in consequence of any misunderstanding, incorrect information on any of these points or on ground of insufficient description will be allowed.

5.2 The work shall be carried out in conformity with the fire drawings and within the

requirements of Architectural, HVAC, Electrical, and Structural and other specialized services drawings.

5.3 The Contractor shall cooperate with all trades and agencies working on the site. He shall

make provision for hanger, sleeves, structural openings and other requirements well in advance to prevent hold up of progress of the construction schedule.

5.4 On award of the work, Contractor shall submit a schedule of construction in the form of a

PERT chart or BAR chart for approval of the Engineer. All dates and time schedule agreed upon should be strictly adhered to, within the stipulated time of completion/commissioning along with the specified phasing, if any.

6. Drawings 6.1 Fire drawings are diagrammatic but shall be followed as closely as actual construction

permits. Any deviations made shall be in conformity with the Architectural and other services drawings.

6.2 Architectural drawings shall take precedence over Fire drawing or other services drawings as to all dimensions.

6.3 Contractor shall verify all dimensions at site and bring to the notice of the Engineer all

discrepancies or deviations noticed. Decision of the Engineer shall be final. 6.4 Large size details and manufacturers dimensions for materials to be incorporated shall take

precedence over small-scale drawings. 6.5 Any drawings issued by the RITES for the work are the property of the RITES and shall not

be lent, reproduced or used on any works other intended without the written permission of the RITES.

7. Inspection and testing of materials 7.1 Contractor shall be required to produce original manufacturers test certificate for the

particular batch of materials supplied to him. The tests carried out shall be as per the relevant Indian Standards. NO PAYMENT SHALL BE MADE WITHOUT TEST CERTIFICATE OF THE ITEM.

7.2 For examination and testing of materials and works at the site Contractor shall provide all

testing and gauging equipment necessary but not limited to the following: -

a) Steel tapes. b) Weighing machine. c) Plumb bobs, Spirit levels, Hammers. d) Micrometers, Tachometers. e) Hydraulic test machine. f) Smoke test machine.

7.3 All such equipment shall be tested for calibration at any approved laboratory, if required by

the Engineer. 7.4 All testing equipment shall be preferably located in special room meant for the

purpose. 8. Metric conversion 8.1 All dimensions and sizes of materials and equipment giver in the tender document are

commercial metric sizes. 8.2 Any weights, or sizes given in the tender having changed due to metric conversion, the

nearest equivalent sizes accepted by Indian Standards shall be acceptable without any additional cost.

9. Reference drawing 9.1 Contractor shall maintain one set of all drawings issued to him as reference drawings. These

shall not be used on site. All-important drawings shall be mounted on boards and placed in racks indexed. No drawings shall be rolled.

9.2 All corrections, deviations and change made on the site shall be shown on these reference drawings for final incorporation in the completion drawings. All changes to be made shall be initialled by the Engineer.

10. Shop drawings

Shop drawings shall be submitted under following conditions: - a) Showing any changes in layout in the Fire drawings. b) Equipment layout, piping and wiring diagram. c) Manufacturer or Contractor’s fabrication drawings for any materials or equipment supplied

by him. 11. Completion drawings 11.1 On completion of work, contractor shall submit one complete set of original tracings, soft

copy on CD and six prints of “as built” drawings to the Engineer. These drawings shall have the following information.

a) Run of all piping, diameters on all floors, vertical stacks and location of external services. b) Run of all fire lines with diameters, locations of control valves, access panels. c) Locations of all mechanical equipment with layout and piping connections.

The certificate of virtual completion shall not be issued unless the above drawings are submitted.

11.2 Contractor shall provide five sets of catalogues, service manuals manufacturer’s drawings,

performance data and list of spare parts together with the name and address of the manufacturer for all electrical and mechanical equipment provided by him.

11.3 All “warranty cards” given by the manufacturers shall be handed over to the Engineer 12. Contractor‘s rates 12.1 Rates quoted in this tender shall be inclusive of cost of materials, labour, supervision,

erection, tools, plant, scaffolding, service connections, transport to site, taxes, octroi and levies, breakage, wastage and all such expenses as may be necessary and required to completely do all the items of work and put them in a working condition.

12.2 Rates quoted are for all heights and depths and in all positions, leads & lifts etc. as may be

required for this work. 12.3 All rates quoted are inclusive or cutting holes and chases in walls and floors and

making good the same with cement mortar/concrete/ water proofing of appropriate mix and strength as directed by Engineer. Contractor shall provide holes, sleeves, recesses in the concrete and masonry work as the work proceeds. All cutting to the RCC member shall be done with core cutter machine.

12.4 The Contractor shall furnish the Engineer with vouchers & test certificates to prove that the

materials are as specified and to indicate that the rates at which the materials are purchased in order to workout the rate analysis of non tendered items which he may be called upon to carryout.

13. Testing 13.1 Piping and drainage works shall be tested as specified under the relevant clauses of the

specifications.

13.2 Tests shall be performed in presence of the Project Manager/Engineer.

13.3 All materials and equipment found defective shall be replaced and whole work tested to meet the requirements of the specifications.

13.4 Contractor shall perform all such tests as may be necessary and required by the local

authorities to meet municipal or other bye-laws in force.

13.5 Contractor shall provide all labour, equipment and materials for the performance of the tests.

14. Cutting of water proofing membrane

No walls terraces shall be cut for making and opening after waterproofing has been done without written approval of Project Manager/Engineer. Cutting of water proofing membrane shall be done very carefully so as other portion of water proofing is not damaged. On completion of work at such place the water proofing membrane shall be made good and ensured that the opening/ cutting is made fully waterproof as per specifications and details of waterproofing approved by RITES.

15. Cutting of structural members

No structural member shall be chased or cut without the written permission of the Project Manager/Engineer.

16 Fire Alarm Local Control Panel

This has to be free standing console (or suitable for mounted on wall) made from 16 swg steel sheet

with powder coating. The panel shall be:

- As per BIS 2189 – 1988/ 1999 or applicable international standard

- 24 VDC / or 230 VAC operated. In case AC supply fails, auto change over to battery

and vice versa is required.

- In–built Charger circuit and battery box shall be provided.

- Dual parallel LED for zone monitoring shall be provided.

- Control switch for

Alarm acknowledgement

Zone isolation / reset facility

Lamp test

Sounder switch

Battery: 60 AH Dry lead acid battery.

17. Technical Specification: 1. Completely solid state zone cards with glass epoxy printed circuit board and minimum 3 micron

thick silver coating on it.

2. There should be a selector mounted directly on the PCB for fire and fault test and alarm

acknowledge position.

3. There will be Fire and fault test positions for every zone.

4. There will be dual lamps for each and every indication and have a front annunciation fascia.

5. There should not be any relay in active alarm path.

6. No plug in cards or flying leads will be associated in the zone cards.

7. The system power module and allied circuits shall be strictly designed as per Clause 5.1 & 5.2

of BIS 2189.

8. Battery charger should be as per BIS 2189.

9. Battery charger and sounder may be plugged in but if connectors are used they shall be of

materials of high conductivity.

10. Special facility of individual zone isolation as per BIS 2189 Clause 4.5.2 shall be provided.

18. Hooter / Sounder

- 80 dB at 20 – 25 meter distance

- 500 to 1000 Hz frequency

- Output 4 watts

- Housed in a 16 SWG powder coated MS box

- Operate at 24 V DC

19. Manual call Point

- Housed in a 16 SWG powder coated MS box

- Operate at 24 V DC

- Manual call point shall be break glass type, equipped with key lock so that

they may be tested without operating the handle.

- MCP must be designed such that after an actual activation, they cannot be

restored to normal except by key reset.

20. Exit Signage Exit signage shall be provided on the location as shown in the drawings & sizes as specified in

BOQ. Base of the signage shall be white and letters shall be written in red of appropriate size as

per fire rules.

TECHNICAL SPECIFICATIONS FOR FIRE SUPPRESSION SYSTEM 1. Pipes a) All pipes within and outside the building in exposed location and shafts including

connections buried under floor shall be MS/GI pipes as follows”

i) Pipes upto 150 mm dia - IS1239, Heavy /medium class as specified. ii) Pipes 200mm dia and above - IS3589 of thickness as specified.

2. Pipe Fittings a) Pipe fittings means tees, elbows, couplings, flanges, reducers etc. and all such

connecting devices that are need to complete the piping work in its totality. b) Screwed fittings shall be approved type malleable with reinforced ring on all edges

of the fitting suitable for screwed joints. c) Forged steel fittings of approved type with “V" groove for welded joints. d) Fabricated fittings shall not be permitted. e) However if use of any fabricated fitting is found necessary by the Engineer,

fabrication of such fittings shall be taken up by the contractor on the written directives of the Engineer in a workshop whose welding procedures have been approved by the TAC as per TAC rule 4102 applicable to hydrant and sprinkler system. For fabricating a Tee connection pipes shall be drilled and reamed and joint only welded. Gas cutting of pipes shall not be permitted. Fabricated tee out of M.S. plates ‘Tee’ will not be acceptable.

3. Pipe Jointing: 3.1 Screwed jointing

Joints between black steel pipes and fittings upto 50 mm dia shall be metal to metal thread joints with Teflon tape suitable for pipe joints. Joints shall not be welded. All joints between GI & MS pipes shall be made through MS forged fittings (screwed type),

3.2 Welded

Joints between MS pipes (above 50 mm dia) and fittings shall be made with pipes and fittings having V groove and welded with electrical resistance welding in an approved manner.

3.3 Flanged

Flanged joints shall be provided on:

a) Straight runs not exceeding 25 m on pipe lines of 65 mm dia and above and as directed by Engineer.

b) For jointing all types of valves, appurtenances, pumps, connections with other

types of pipes, to water tanks and other places necessary and required as good for engineering practice.

c) Flanged shall be as per Table E of IS specification with appropriate number of GI nuts and bolts, 3mm neoprene gasket complete as per relevant specifications

3.4 Unions

Provide approved type of unions on pipelines 50 mm dia and below in similar places as specified for flanges.

4. Excavation 4.1 Excavation for pipelines shall be in open trenches to levels and grades shown on

the drawings or as required at site. Pipelines shall be buried with a minimum cover of 1.0 meter or as shown on drawings.

4.2 Wherever required contractor shall support all trenches or adjoining structures with

adequate timber supports. 4.3 On completion of testing in the presence of the Engineer and pipe protection,

trenches shall be refilled with excavated earth in 15 cms layers and consolidated. 4.4 Contractor shall dispose off all surplus earth within a lead of 50 m or as directed by

the Engineer. 5. Anchor Thrust blocks a) Contractor shall provide suitably designed anchor blocks in cement concrete to

encounter excess thrust due to water hammer & high pressure. b) Thrust blocks shall be provided at all bends, tees and such other location as

determined by the Engineer. c) Exact location, design, size and mix of the concrete blocks shall be as shown on

the drawings or as directed by the Engineer prior to execution of work. 6. Gun Metal valves

Valves of 50 mm dia and below shall be heavyduty gunmetal full way valves or globe valves of approved make.

7. Cast Iron Sluice Valves/Butterfly valve.

All valves 65 mm dia and above shall be a Sluice/butterfly valve of class PN 1.6 conforming to relevant IS codes.

8. Non-return Valve

Non-return valves shall be as specified in schedule of quantities. 9. Fire hydrants 9.1 Fire Hydrant (landing valve) shall be of Gun metal with 80 mm inlet and 63mm

outlet, CI wheel conforming to IS 5290. Each valve shall have flanged inlet and instantaneous type outlets as shown on the drawings.

9.2 Instantaneous outlet for fire hydrant shall be of standard pattern approved and

suitable for fire brigade hoses. 10. RRL hoses

Each internal/external hydrants shall be provided with two nos. of 63 mm dia. 15m long rubberised fabric linen hose pipe with gunmetal male and female instantaneous type coupling machine wound with copper wire (Hose to IS 636 type II and couplings to IS 903 with IS certification)

11. Hose reel

Hose reel drum shall be fabricated from 16 SWG CRCA sheets powder coated red. Hose reel drum shall be provided with 36 kg/sqcm bursting pressure 20 mm dia nominal bore high pressure 30 m long rubber tube, shut-off nozzle. Hose reel shall be connected directly to the wet riser. Hose reel shall conform to IS 884.

12. Fire Hose cabinet

Hose cabinet shall be fabricated from 16 SWG MS powder coated sheet of fully welded construction with hinged double door partially glazed with locking arrangement, stove enamelled fire red paint with “FIRE HOSE ” written on it prominently.

13. Pipe protection

a) All pipes above ground and in exposed location shall be painted with one coat of red oxide primer and two or more coats of synthetic enamel paint of red colour.

b) Where specified, pipes buried in floors or below ground shall be protected against corrosion by the application of two coats of 4mm thick membrane as specified in schedule of quantities.

14. Pipe support

14.1 Pipe supports shall be as per NFPA13 code 14.2 All pipe clamps and supports shall be galvanised steel as per standard drawing. All

the support shall be factory galvanised before use at site. 14.3 Pipes shall be hung by means of expandable anchor fasteners of approved make

and design. The hangers and clamps shall be fastened by means of galvanised nuts and bolts. The size/diameter of the anchor fasteners and the clamp shall be suitable to carry the 3 times weight of water filled pipe and dead weight normally encountered.

14.4 Spacing

Pipe Diameter Spacing Upto 65 mm diameter 2.5m 65mm to 100mm 3.0m 100-250mm 4.0m

14.5 At least one support shall be provided for

a) Each pipe run connecting adjacent sprinkler b) The pipe runs connecting the distribution pipe and the first sprinkler on the range

pipe.

14.6 Pipe support shall not be closer than 150 mm to any sprinkler axial central line. 14.7 The first support on a range pipe shall not be more than 2 m from the distribution

pipe. 14.8 The last support on a range pipe shall not be at more than 1.5m from

a) The range pipe end b) Where there is a horizontal arm pipe of 450 mm or longer, the arm pipe end. c) Where there is a drop or rise exceeding 600mm, the drop or rise pipe end.

15. Installation Valve 15.1 Installation valves shall be installed in the pump room. 15.2 Contractor shall submit his detailed shop drawings showing the exact

location, details of installation of the valves and alarms. 15.3 Installation valve shall comprise of a cast iron sluice valve or butterfly valve

with gunmetal trim, pressure gauge, double seated clapper check valves as alarm valve with pressure gauge, test valve and orifice assembly and drain pipe with pressure gauge, bye pass on check valve to regulate differential pressure and false alarm, turbine water gong including all accessories necessary and required and as supplied by original equipment manufacturer and required for full and satisfactory performance of the system.

16. Sprinkler Heads/Quartzoid Bulb

16.1 Sprinkler heads shall be quartzoid bulb type with gunmetal body fully approved and having current certification of the fire laboratory of the C.B.R.I. Roorkee, Underwriter’s laboratory (UL) and under the approved certified list of the Fire Office

Committee (FOC) of U.K. or NFPA of USA. Acceptance of local authority of any of

these certification as well as approval of the Site-in-charge shall be obtained by the Contractor prior to procurement of items.

16.2 Sprinkler heads shall be installed in conformity with approved shop drawings

and in co-ordination with electrical fixtures, ventilation ducts, cable galleries and other services along the ceiling.

16.3 Following type of sprinklers shall be used: S.No. Type of Sprinkler Temp rating deg. C. 1. Pendant or upright type 68 2. Special application side wall 68 Type 3. Pendent type 68 (recessed in rosette) 16.4 Spacing and coverage of sprinkler shall be in accordance with risk

classification of area in which they are installed, design density and TAC regulation.

16.5 Spare Sprinklers

a) Provide lockable enamel painted steel cabinet with hanging arrangement

including following type of spare sprinklers

i) Pendent type 24 ii) Upright 24 iii) Sidewall 2

b) The cabinet should also contain one pair wrenches (of each size) for the

sprinklers.

c) Spare sprinklers shall be of the same specifications as that of the original sprinklers specified.

d) Cost of spare sprinklers including cabinet and wrenches shall deemed to be included in the quoted rates. Nothing extra shall be payable for it.

17. Fire, Sprinkler & Jockey Pumps 17.1 Pumping sets shall be single/multi stage horizontal centrifugal single outlet with

cast iron body and bronze dynamically balanced impellers connecting shaft shall be stainless steel with bronze sleeve and grease lubricated bearings.

17.2 Pumps shall be connected to the drive by means of spacer type love joy couplings,

which shall be individually balanced dynamically and statically. 17.3 The coupling joining the prime movers with the pump shall be provided with a sheet

metal guard. 17.4 Pumps shall be provided with approved type of mechanical seals. 17.5 Pumps shall be capable of delivering not less than 150% of the rated capacity of

water at a head of not less than 65% of the rated head. The shut off head shall not exceed 120% of the rated head.

17.6 The pump shall meet the requirements of the Tariff Advisory Committee and the

unit shall be design proven in fire protection services. 18. Electric drive 18.1 Electrically driven pumps shall be provided with totally enclosed fan cooled

induction motors. For fire pumps the motors should be rated not to draw starting current more than 3 times normal running current.

18.2 Motors for fire protection pumps shall be at least equivalent to the horse power

required to drive the pump at 150% of its rated discharge and shall be designed for continuous full load duty and shall be design proven in similar service.

18.3 Motors shall be wound for class B insulation and winding shall be vacuum

impregnated with heat and moisture resistant varnish glass fibre insulated. 18.4 Motors for fire pumps shall meet all requirements and specifications of the Tariff

Advisory Committee. 18.5 Motors shall be suitable for 415 volts, 3 phase 50 cycles a/c supply and shall be

designed for 38 deg C ambient temperature. Motors shall conform to I.S. 325. 18.6 Motors shall be designed for two-start system. 18.7 Motors shall be capable of handling the required starting torque of the pumps. 18.8 Contractor shall provide inbuilt heating arrangements for the motors for main

pumps to ensure that motor windings shall remain dry. 18.9 Speed of the motor shall be compatible with the speed of the pump. 19. Diesel Engine 19.1 Diesel engine shall be of multi cylinders with individual head assemblies. The

engine shall be water-cooled/air-cooled and shall include heat exchanger/radiator and connecting piping, strainer, isolating & pressure reducing valves, bye-pass line complete in all respects.

19.2 Engine shall be direct injection type with low noise and exhaust emission levels. 19.3 The speed of the engine shall match the pump speed for direct drive. 19.4 The engine shall be capable of being started without the use of wicks, cartridge

heater, plugs or either at engine room temperature of 7 deg.C. and shall take full load within 15 seconds from the receipt of the signal to start.

19.5 The engine shall efficiently operate at 38 deg.C ambient temperature at 50 metres

above mean sea level. 19.6 Noise level of the engine shall not exceed 105 DBA (free field sound pressure) at 3

metres distance. 19.7 The engine shall be self-starting type upto 4 deg C and shall be provided with one

24 volts heavy duty DC battery, starter, cut-out, battery leads complete in all respects. One additional spare battery shall be provided. The battery shall have a capacity of 180 to 200 ampere hours and 640 amps cold cranking amperage.

19.8 Provide a battery charger of 10 to 15 amperes capacity with trickle and booster

charging facility and regulator. 19.9 Arrangement for starting shall be automatic on receiving the signal but shutting off

shall be manual. 19.10 The engine shall be provided with an oil bath or dry type air cleaner as per

manufacturer's design. 19.11 Engine shall be suitable for running on high-speed diesel oil. 19.12 The system shall be provided with a control panel with push button starting

arrangement also and wired to operate the engine on a differential pressure gauge. 19.13 The entire system shall be mounted on a common structural base plate with anti

vibration mountings and flexible connections on the suction and delivery piping. 19.14 Provide one fully mounted and supported day oil tank fabricated from 5 mm thick

M.S. Sheet electrically welded with a capacity of 8 hours working load but not less than 200 lit. Provide level indicating gauge glass on the day oil tank and low fuel level indication on the control panel.

19.15 Provide one exhaust pipe with suitable muffler (residential type) to discharge the

engine gases to outside open air as per site conditions. 19.16 Provide all accessories fittings & fixtures necessary and required for a complete

operating engine set. 19.17 Contractor shall indicate special requirements, if any, for the ventilation of the pump

room. 20. Air Vessel

20.1 Provide one air vessel fabricated from 12 mm M.S. plate with 10 mm thick-dished

ends and suitable supporting legs. Air vessel shall be provided with a 100 mm dia flanged connection from pump, one 25 mm dia drain with valve, one gunmetal water level gauge and 15 mm sockets for pressure switches. The vessel shall be 300 mm dia x 1500 mm high and tested to 20-kg/sq cm pressure.

21. Pressure switches Provide differential type pressure switches for operation of all pumps and for the

various duties and settings required. Pressure switches shall be for heavy-duty operation and of approved make. All pressure switches shall be factory calibrated.

21.1 The fire pumps shall operate on drop of pressure in the mains. The pump operating

sequence shall be arranged in a manner to start the pump automatically but should be stopped manually by starter push buttons only.

21.2 Jockey pump shall start and stop through pressure switch automatically. 21.3 Jockey pump shall stop when main pump starts. 21.4 Main Fire and Sprinkler pumps shall start independently and automatically on fall of

pressure but stopping of the pump shall be shall be by manual push button from the MCC panel.

22. DISTRIBUTION PANELS/ BOARDS

Main Distribution Panels, Sub-Distribution Panels and Final Distribution Panels/Boards shall be suitable for operation on 3 Phase/single phase, 415/230 volts, 50 cycles, neutral grounded at transformer. All Distribution panels shall be CPRI approved and manufactured by a reputed manufacturer.

Distribution panels shall comply with the latest Relevant Indian Standards and Electricity Rules and Regulations and shall be as per IS-1394-1993.

22.1 CONSTRUCTION FEATURES

Distribution panels shall be sheet steel cabinet for indoor installation, dead front, and floor mounting/wall mounting type. The Distribution panels shall be totally enclosed, completely dust and vermin proof and shall be with hinged doors, Neoprene gasket and padlocking arrangement. Distribution panel shall be suitable for the climatic conditions as specified in Special Conditions. Steel sheets used in the construction of Distribution panels shall be 2 mm thick and shall be folded and braced as necessary to provide a rigid support for all components. Joints of any kind in sheet metal shall be steam welded, all welding, slag shall be rounded off and welding pits wiped smooth with plumber metal. The general construction shall confirm to IS-8623-1977 (Part-1) for factory built assembled switchgear & control gear for voltage upto and including 1100 V AC.

All panels and covers shall be properly fitted and square with the frame, and holes in the panel correctly positioned. Fixing screws shall enter into holes tapped into an

adequate thickness of metal or provided with wing nuts. Self-threading screws shall not be used in the construction of Distribution panels. A base channel of 75 mm x 75 mm x 5 mm thick shall be provided at the bottom for floor-mounted panels. Minimum clearance of 200 mm shall be provided between the floor of Distribution panels and the lowest unit/ bus bar

Distribution panels shall be of adequate size with a provision of spare switchgear as indicated on the Single Line Diagram. Switches shall be arranged in multi-tier. Knockout holes of appropriate size and number shall be provided in the Distribution panels in conformity with the location of cable/conduit connections. Removable sheet steel plates shall be provided at the top to make holes for additional cable entry at site if required. Every cabinet shall be provided with Trifoliate or engraved metal nameplates. All panels shall be provided with circuit diagram engraved on PVC sheet. All live accessible connections shall be shrouded and minimum clearance between phase and earth shall be 20 mm and phase-to-phase shall be 25 mm.

22.2 BUS BAR CONNECTIONS

Bus bar and interconnections shall be of high conductivity electrolytic copper and of rectangular cross section suitable for carrying the rated full load current and short circuit current without overheating of phase and neutral bus bars and shall be extendable on either side. Bus bars and interconnections shall be insulated with heat shrinkable sleeve and shall be colour coded. Bus bars shall be supported on glass fibre reinforced thermosetting plastic insulated supports at regular intervals to withstand the force arising from in case of short circuit in the system. All bus bars shall be provided in a separate chamber and all connections shall be done by bolting. Additional cross sectional area to be added to the bus bar to compensate for the holes. All connections between bus bars and breakers shall be through solid copper strips of proper size to carry full rated current and insulated with insulating sleeves.

22.2.1 TEMPERATURE - RISE LIMIT

Unless otherwise specified, in the case of external surface of enclosures of bus bar trunking system which shall be accessible but do not need to be touched during normal operation, an increase in the temperature rise limits of 25° C above ambient temperature shall be permissible for metal surface and of 15° C above ambient temperature for insulating surfaces as per IS 8623(Part-2) 1993.

All main distribution panels and sub distribution panels shall be provided with MCCB of appropriate capacity as per Single Line Diagram. All final Distribution boards shall be provided with Miniature Circuit Breakers. Final Single Phase Distribution boards shall be connected to the incoming supply through double pole MCB units & earth leakage circuit breakers. All wiring for final distribution boards shall be concealed behind 5 mm thick bakelite sheet or M S sheet cover. All Distribution boards shall be completely factory wired, ready for connection. All the terminals shall be of proper current rating and sized to suit individual feeder requirements. Each circuit shall be clearly numbered from left to right to correspond

with wiring diagram. All the switches and circuits shall be distinctly marked with a small description of the service installed.

22.3 CABLE COMPARTMENTS

Cable compartment of adequate size shall be provided in the Distribution panels for easy clamping of all incoming and outgoing cables entering from the top/bottom. Adequate supports shall be provided in cable compartment to support cables.

22.4 MOULDED CASE CIRCUIT BREAKER (MCCB) MCCB shall be Current Limiting and comprise of Quick Make - break switching

mechanism, preferably Double Break Contact system, arc extinguishing device and the tripping unit shall be contained in a compact, high strength, heat resistant, flame retardant, insulating moulded case with high withstand capability against thermal and mechanical stresses. All MCCB’s shall be capable of defined Variable overload adjustment. All MCCB’s rated 200 Amps and above shall have adjustable Magnetic short circuit pick up.

The trip command shall override all other commands. MCCB shall employ

maintenance free double break contact system to minimise the let thru’ energies and capable of achieving discrimination upto full short circuit capacity of downstream MCCB. The manufacturer shall provide both discrimination tables and let thru energy curves.

The breaking capacity of MCCB’s shall be asked for in the schedule of quantities.

The breaking capacities specified will be ICU=ICS i.e type-2. Co-ordination as per IEC-947-2, 1989/IS: 13947-2, 1943.

The MCCB’s shall be provided with rotary handle operating mechanism. The

handle position shall give positive indication of ‘ON’, ‘OFF’ or ‘Tripped’ thus qualifying to Disconnection as per the IS/IEC indicating the true position of all the contacts. In case of 4-pole MCCB the neutral shall be defined and capable of offering protection.

22.5 MINIATURE CIRCUIT BREAKER (MCB) Miniature Circuit Breaker shall comply with IS-8828-1996/IEC898-1995. Miniature

circuit breakers shall be quick make and break type for 230/415 VAC 50 Hz applications with magnetic thermal release for over current and short circuit protection. The breaking capacity shall not be less than 10 KA at 415 VAC. MCBs shall be DIN mounted. The MCB shall be Current Limiting be type (Class-3). MCBs shall be classified (B, C, D ref IS standard) as per their Tripping Characteristic curves defined by the manufacturer. The MCB shall have the minimum power loss (Watts) per pole defined as per the IS/IEC and the manufacturer shall publish the values.

The housing shall be heat resistant and having high impact strength. The terminals

shall be protected against finger contact to IP20 Degree of protection. All DP, TP and TPN miniature circuit breakers shall have a common trip bar independent to the external operating handle.

22.6 EARTH LEAKAGE CIRCUIT BREAKER CURRENT OPERATED TYPE (ELCB)

i. System of Operation

Earth Leakage Circuit Breaker (ELCB) shall work on the principle of core balance transformer. The incoming shall pass through the torroidal core transformer. As long as the currents in the phase and neutral shall be the same, no electro motive force shall be generated in the secondary winding of the transformer. In the event of a leakage to earth, an unbalance shall be created which shall cause a current to be generated in the secondary winding, this current shall be fed to a highly sensitive miniature relay, which shall trip the circuit if the earth leakage current exceeds a predetermined critical value. ELCB/ RCCB shall be current operated independent of the line voltage, current sensitivity of a minimum of 30 mA and a maximum of 300 mA at 240/415 volts AC and shall have a minimum of 20,000 electrical operations.

ii. Mechanical Operation The moving contacts of the phases shall be mounted on a common bridge, actuated by a rugged toggle mechanism. Hence, the closing /opening of all the three phases shall occur simultaneously. This also shall ensure simultaneous opening of all the contacts under automatic tripping conditions.

iii. Neutral Advance Feature The neutral moving contact shall be so mounted on the common bridge that, at the time of closing, the neutral shall make contact first before the phases; and at the time of opening, the neutral shall breaks last after allowing the phases to open first. This is an important safety feature, which is also required by regulations.

iv. Testing Provision A test device shall be incorporated to check the integrity of the earth leakage detection system and the tripping mechanism. When the unit is connected to service, pressing the test knob shall trip the ELCB and the operating handle shall move to the "OFF" position.

22.7 EARTHING

Earthing shall be provided as per IS: 3043-1987.

22.8 PAINTING

All sheet steel work shall undergo a process of degreasing, pickling in acid, cold rinsing, phosphating, passivating (seven tank processing) and then painted with electrostatic paint (Powder coating). The shade of colour of panel inside/outside shall be 631 of IS Code No.5.

22.9 LABELS

Engraved PVC labels shall be provided on all incoming and outgoing feeder. Circuit diagram showing the arrangements of the circuit inside the distribution panels shall be pasted on inside of the panel door and covered with transparent plastic sheet.

22.10 METERS

i. All voltmeters and indicating lamps shall be through MCB’s. ii. Meters and indicating instruments shall be plug type. iii. All CT’s connection for meters shall be through Test Terminal Block (TTB). iv. CT ratio and burdens shall be as specified on the Single line diagram.

22.11 CURRENT TRANSFORMERS

Current transformers shall be provided for Distribution panels carrying current in excess of 60 amps. All phase shall be provided with current transformers of suitable VA burden with 5 amps secondaries for operation of associated metering. The CTs shall confirm to relevant Indian Standards. The design and construction shall be dry type, epoxy resin cast robust to withstand thermal and dynamic stresses during short circuits. Secondary terminals of CTs shall be brought out suitable to a terminal block, which shall be easily accessible for testing and terminal connections. The protection CTs shall be of accuracy class 5P10 and measurement CTs shall be of accuracy class I.

22.12 POTENTIAL FREE CONTACTS Potential free contacts shall be provided for connection to Building Automation

System in panels indicated in Schedule of Quantities. 22.13 INDICATING PANEL

All meters and indicating instruments shall be in accordance with relevant Indian Standards. The meters shall be flush mounted type. Indicating lamps shall be of low burden, and shall be backed up with 2 amps MCB and toggle switch.

22.14 TESTING

Testing of panels shall be as per following codes:

i. IS: 8623 (Part -I) 1977 for factory built assemblies of switchgear for voltages upto and including 1000 VAC.

ii. IS: 13947: 1993 Degree of protection

iii. IS: 5578 & 11353:1985 Arrangement of bus bars. 22.15 WIRING

In wiring a distribution panel it shall be insured that total load of various distribution panel and/or consuming devices is divided evenly between the phases and number of ways as per Consultants drawing.

23. Testing 23.1 All piping in the system shall be tested to a hydrostatic pressure of 14 Kg/sqcm

without drop in pressure for atleast for 10 hours. 23.2 Rectify all leakages, make adjustment and retest as required and directed. 24. Measurement 24.1 MS pipes shall be measured per linear meter of the finished length and shall

include all fittings, flanges, welding, jointing, clamps for fixing to walls or hangers, anchor fasteners, painting and testing complete in all respect.

24.2 Butterfly valves, check valves, air vessel, fire hydrants, hose reels, hose boxes, fire

extinguishers, fire brigade connections, Fire pumps are measured by numbers and shall include all items necessary and required for fixing and as given in the specifications and schedule of quantities.

COMMISSIONING AND GUARANTEES 1. Scope of work Work under this section shall consist of pre-commissioning, commissioning, testing

and providing guarantees for all equipment, appliances and accessories supplied and installed by the contractor under this contract.

2. General requirements: 2.1 Work under this section shall be executed without any additional cost. The rates

quoted in this tender shall be inclusive of the works given in this section. 2.2 Contractor shall provide all tools, equipment, metering and testing devices required

for the purpose. 2.3 On award of work, contractor shall submit a detailed proposal giving methods of

testing and gauging the performance of the equipment to be supplied and installed under this contract.

3. Pre-commissioning 3.1 On completion of the installation of all pumps, piping, valves, pipe connections,

and water level controlling devices the contractor shall proceed as follows: - 3.1.2 Fire protection system:

i) Check all hydrant valves and close if any valve is open. Also check that all suction and delivery connections are properly made.

ii) Test run and checks rotation of each motor and corrects the same if required. 3.1.3 Pipe work

i) Check all clamps, supports and hangers provided for the pipes.

ii) Fill up pipes with water and apply hydrostatic pressure to the system as given in the relevant section of the specifications. If any leakage is found, rectify the same and retest the pipes.

4. Commissioning & testing 4.1 Fire hydrant system

i) Pressurise the fire hydrant system by running the terrace fire pump and after attaining the required pressure shutoff the pump.

ii) Open by-pass valve and allow the pressure to drop in the system. Check that the terrace pumps cuts-in and cuts out at the pre-set pressures. If necessary adjust the pressure switch for the Terrace pump. & close bye-pass valve.

iii) Switch off the main fire pump and test check the diesel engine driven pump in the same manner as the electrically driven terrace pump.

iv) When the fire pumps have been checked for satisfactory working on automatic controls, open fire hydrant valves simultaneously and allow the hose pipes to discharge water into the fire tank to avoid wastage. The electrically driven terrace pump should run continuously for eight hours so that its performance can be checked.

v) Check each landing valve, male and female couplings and branch pipes for compatibility with each other. Any fitting, which is found to be incompatible and not fitting into the other properly shall be replaced by the contractor. Landing valves shall also be checked by opening and closing under pressure.

4.3 Sprinkler system:

i) Start the terrace pumps and develops the required pressure in the sprinkler pipes.

ii) Open the test valve to test the automatic starting of the terrace pump. If necessary, make necessary adjustments in the setting of pressure switch. The sprinkler fire alarm should also operate when the test valve is open.

iii) After satisfactory operation of the terrace pump the contractor shall set up mock fire and test the system.

5. Handing over

i) All commissioning and testing shall be done by the contractor to the complete satisfaction of the Engineer-in-charge, and the job handed over to the Engineer, or his authorised representative.

ii) Contractor shall also handover, to the Engineer, all maintenance & operation manuals and all other items as per the terms of the contract.

6. Guarantees

i) The contractor shall submit a warranty for all equipment, materials and accessories supplied by him against manufacturing defects, malfunctioning or under capacity functioning.

ii) The form of warranty shall be as approved by the Engineer.

iii) The warranty shall be valid for a period of one year from the date of commissioning

and handing over or as mentioned in special condition of contract.

iv) The warranty shall expressly include replacement of all defective or under capacity equipment. Contractor shall also replace/repair equipment if the same is not found to meet the requirement for efficient functioning of the system.

v) The warranty shall include replacement of any equipment found to have capacity lesser that the rated capacity as specified in the contract. The replaced equipment shall be approved by the Project - in -charge.

LIST OF APPROVED MAKE OF MATERIAL

All Pump impeller shall be factory adjusted to achieve required duty points. S.No. Description Make 1. GI/MS Pipes Jindal (Hissar) TATA 2. Malleable GI fittings Zoloto UNIK/R 3. Sluice/NRV Kirloskar 4. CP GM Ball Valve Zoloto 5. Air Release Valve Sukan Newage 6. Fire Hydrant Valve Newage/Vijay/Minimax 7. RRL Hose Newage/Vijay/Minimax 8. Branch Pipe Newage/Vijay/Minimax 9. GM Coupling Newage/Vijay/Minimax 10. Pumps Kirloskar Marther & Platt 11. Fire Extinguishers Vijay/Minimax 12. Rubber Tube for Hose reel DUNLOP 13. Paint J&N/Asian/ Berger/Nerolac 14. Welding rods Advani 15. Fasteners (Galvanised) GKW 16. Dash fastners/clamps Fisher/HILTI 17. Hose Box Fabricated from 14 SWG MS sheet (Powder Coated) 18. Hose reel drum Newage/Vijay/Minimax 19. Anti vibration pads Dunlop Kanwal 20. Mechanical Seal As per manufacturer. 21. Inlet Connection Newage/Vijay/Minimax 22. Pressure switch Indfoss/ Switzer 23. Pressure Gauge H.Guru/ Fiebig 24. Cables/wire National Finolex Skyline/Skytone Batra Henlay Plaza 25. MS conduit BEC/ AKG 26. Control panel (FIRE) Edward/ASE/Madhu Electrical Alert

S.No. Description Make 27. Switch Gear L&T 28. Battery Exide Amron Furukava 29. Strainer WJ Strainwell 30. Sprinklers Grinnell Spraysafe 31. Installation Valve Grinnell Spraysafe 32. Flow Switches Grinnell 33. Signage Glo-sign 34. Butterfly Valve/Check Valve Audco/ SKS 35. Motor control panel Adlec/ Tricolite Trident Switchgear Milestone Madhu Electrical 36. Anti-corrosive treatment Makpolykote/ Pypkote 37. MS Forged Fittings VS 38. MV Nozzles Grinnell/HD 39. Multiple control valve Grinnell HD 40 MS flanges ISI Marked 41 Fire Panels ASE/Agni Instruments 42 Hooter/MCP Philips / Agni Instruments / Signature 2000 Note: (1) The Contractor shall supply ISI marked material as per any of the makes or brands

indicated above. In case the firm is not manufacturing ISI marked material for any of the brands, first quality material shall be accepted. The samples of the material shall in either case have to be got approved from the Engineer.

(2) Material where no make/brand has been mentioned, ISI marked samples shall be

submitted by the Contractor for approval of Engineer. For those class of materials, where no firm exists with ISI approval, sample of first quality material of the firm shall be submitted for the approval of the Engineer.

(3) Any variation from the above mentioned makes/brands will require specific

approval of the Engineer (4) It will be contractor’s responsibility to ensure the quality of products listed in

approved list of brands. Contractor will have to replace the defective and substandard materials at his own cost.

LIST OF STANDARD CODES

S.No. IS Code No. Description

1. IS:1729:1979 Specification for sand cast iron spigot and socket soil, waste and ventilating pipes, fittings and accessories (1st rev.) (Amendment 4)

2. IS:651:1992 Specification for salt glazed stoneware pipes and fittings (5th rev.) (Amendment 1)

3. IS:456:1978 Code of practice for plain and reinforced concrete (3rd rev.) (Amendment 2)

4. IS:3114:1994 Code of practice for laying of CI pipes (2nd rev.) (Amendment 2)

5. IS:782:1978 Specification for caulking lead (3rd rev.)

6. IS:783:1985 Code of practice for laying of concrete pipes (1st rev.)(amendment 1)

7. IS:4127:1983 Code of practice for laying of glazed stoneware pipes (1st rev.)

8. IS:780:1984 Specification for sluice valve for water works purposes (6th rev.) (50 to 300 mm size) (amendment 3)

9. IS:1172:1993 Code of basic requirements for water supply, drainage & sanitation (4th rev.)

10. IS:1200 (Part-16):1979

Code of practice for methods of measurements of building and civil engineering works: Part 16 laying of water and sewer lines including appurtenant items (3rd rev.)

11. IS:1200(PART-19):1981

Code of practice for methods of measurements of building and civil engineering works: part 19 water supply, plumbing and drains (3rd rev.)

12. IS:1742:1983 Code of practice for building drainage (2nd rev.)

13. IS:13095:1991 Butterfly valves for general purposes

14. IS:5312 (part 1):1984

Swing heck type reflux valves (non-return valve): part 1 single door pattern (1st rev.)(amendment 1)

15. IS:1726:1991 CI manhole covers & frames (3rd rev.)

16. IS:884:1985 Fire aid hose reel for fire fighting

17. IS:901:1988 Coupling double male and female instantaneous pattern for fire fighting

18. IS:903:1984 Fire hose delivery coupling, branch pipe, nozzles and nozzles spanner

19. NBC-SP-7-1983 Part IV National building code of India 1983, amendment No. 3

20. Central public works division (CPWD) Part-V, wet riser system for fire fighting 1985, Govt. of India

21. IS:3844-1989 Code of practice for installation and maintenance of internal fire hydrants and hose reels on premises

22. IS:13039:1991 Code of practice for external hydrant system provision and maintenance

23. IS:2190:1992 Code of practice for selection and maintenance of first-

S.No. IS Code No. Description aid fire extinguisher

24. IS:6382:1984 Code of practice for design and installation of fixed system carbon dioxide fire extinguishing system

25. SP:35 (s&t)-1987 Hand book on water supply & drainage by bureau of Indian standards

26. National Building code (sec-ix)

27. IS:2065:1983 Code of practice for water supply in buildings

28. IS:5290-1983 Specifications for landing valve

29. IS:933-1989 Specifications for portable chemical from fire extinguisher

30. IS:2171-1985 Specifications for portable fire extinguishers, dry power

SCHEDULE OF TECHNICAL DATA (To be filled by the Contractor)

1. Terrace Fire Pump (Electrical driven) Make : Quantity : Liquid Handled : Liquid temp (deg C) : Special Gravity of liquid : Rated Discharge : Model : Speed/no. of stages : Suction/Deliver Sizes : Efficiency at rated capacity & head : KW required at rated capacity & head : Shut-off head : Impeller dia : Material of construction: Pump Casing : Impeller : Pump Shaft : Shaft sleeve : Casing wearing ring : Base Plate : Mechanical seal : Make of mechanical seal :

Whether pump is capable of discharging 150% of rated capacity at a head not less than 65% of rated head :

Whether automatic priming arrangement

included : Description of motor Make : Model No. : Type : Frame Size : Speed (RPM) : Rated capacity (Power) : Full load current : Enclosure : Coupling/Pulley : Class of insulation : Size of Foundation For complete coupled set mounted over

MS base frame :

TENDER DRAWINGS

(A GOVT. OF INDIA ENTERPRISE)

CP DIVISION, 3RD FLOOR, LEFT WING

SECTION-1: BOQ OF CIVIL WORK SECTION-2: BOQ OF SANITARY WORK

SECTION-3: BOQ OF INTERNAL ELECTRICAL WORK

RITES LTD

TENDER DOCUMENT FOR CONSTRUCTION OF HEAD OFFICE BUILDING

FOR GURGAON GRAMIN BANK AT SECTOR-44, GURGAON

FINANCIL BIDVOLUME –III

Tel - (0124) - 2571666,Fax-(01240-2571660

RITES BHAWAN, PLOT NO. 1, SECTOR-29, GURGAON-122001, INDIA.

SECTION-4: BOQ OF FIREFIGHTING WORK


Gurgaon Gramin BankHead Office : Gurgaon

Jan -Jan Ka sathi Bank for the Masses

I :

1 :

2 :

3 :

4 :

5 :

6 :

7 :

SUMMARY OF COST OF WORKSQuoted Amount (INR)

STONE WORK

g gGurgaon

BILL OF QUANTITIES

Name of work:Construction of Head Office Building for Gurgaon Gramin Bank at Sector-44, Gurgaon

S.No Sub-head of Civil Works

EARTH WORK

CONCRETE WORK

REINFORCED CEMENT CONCRETE WORK

BRICK WORK

:In words In Figures

MARBLE WORK

WOOD WORK

CIVIL WORKS

8 :

9 :

10 :

11 :

12 :

13 :

14 :

15 :

16

II

17 :

SANITARY WORKS

SANITARY FIXTURES

STEEL WORK

FLOORING WORK

ROOFING

FINISHING

MISCELLANEOUS WORKS

ROAD WORK

ALUMINIUM WORK

WATER PROOFING

OTHER MISCELLANEOUS BUILDING ITEMS

18 :

19 :

20 :

21 :

22 :

III

23 :

IV

24 :

:

WATER SUPPLY SYSTEM

INTERNAL ELECTRIFICATION

INTERNAL ELECTRIFICATION

ADDITIONAL SANITARY MISCELLANEOUS ITEMS



Grand total

SEWERAGE AND DRAINAGE

SOIL, WASTE, RAIN WATER AND VENT PIPES:

TUBEWELL & WATER SUPPLY PUMPS

Figures Words Figures WordsEARTH WORK

1 Earth work in excavation in all kind of trenches and overareas including back filling of earth within site in trenches,plinth, sides of foundations etc. in layers not exceeding20cm. in depth consolidating each deposited layer byramming and watering, The earth shall be dressed andcompacted at minimum 97% of dry density at optimummoisture content, whereever required, including disposalof surplus excavatedearth, including uprooting of all kindof rank vegetation,grass, brush wood, trees and saplingsand removal of rubbish from the site. The rate shall beinclude all leads and lifts. (Only excavated quantity ofearth shall be measured for payment) in all kinds of soil

cum 7905.542 Earth work in excavation in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m; including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-In all Kind of soil.. cum 225.87

3 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm. in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 50 m

All kinds of soil (a) Pipes, cables etc. not exceeding 80 mm dia metre 100.00

(b) Pipes, cables etc. exceeding 80 mm dia but not exceedin300 mm dia.

metre 10.00

4 Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

cum 3.82

Sub total of EARTH WORK

Quoted amount in(INR):Quoted rates in(INR):S.No. Description Unit QTYName of work:Construction of Head Office Building for Gurgaon Gramin Bank at Sector-44, Gurgaon

Figures Words Figures WordsQuoted amount in(INR):Quoted rates in(INR):S.No. Description Unit QTY


CONCRETE WORK5 Providing and laying in position cement concrete of

specified grade excluding the cost of centring and shuttering - All work upto plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

cum 237.18

6 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bedblocks, anchor blocks, plain window sills, fillets etc. upto floor five level,including compacting and curing, but excluding the cost of centring, shuttering and finishing :

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

cum 10.40

7 Providing and laying damp-proof Course avg. 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

sqm 49.77

8 Extra for providing and mixing water proofing material `Impermo' or equivalent in cement concrete work @ 1Kg per 50 Kg of cement.

per bag of 50Kg. Of

cement used in the mix

6.47

9 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth

sqm 49.77

Sub total of CONCRETE WORK



REINFORCED CEMENT CONCRETE WORK10 Centring and shuttering including strutting, propping etc.

and removal of formwork for :(a) Foundations, footings, bases of columns etc. for mass

concretesqm 314.40

(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm 3819.45

(c ) Suspended floors, roofs, landings, balconies and access platform.

sqm 4073.42

(d) Shelves (cast in situ) sqm 4.30

(e) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

sqm 3380.44

(f) Columns, Pillars, Piers, Abutments, Posts and Struts sqm 1724.68

(g) Stairs, (excluding landings) except spiral-staircases. sqm 323.43

(h) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.

sqm 26.39

(i) Edges of slabs and breaks in floors and walls.

(j) Under 20 cms wide metre 133.54



(k) Cornics and mouldings sqm 23.23

(l) Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like.

sqm 5.00

(m) Weather shade, Chajjas, corbels etc., including edges sqm 293.08

11 Providing, precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. (40mm thick)

sqm 295.38



12 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo Mechanically Treated Bars kilogram 305149

13 Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.

metre 1238.19

14 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement. includingAdmixtures in recomended propertions. (as per IS 9013) to accelerate retard setting of concrete improve workability without impairing srength and durability as per direction oEngineer-in Charge M-20 grade reinforced cement concrete

(a) All work upto plinth level cum 1356.57

(b) All work from plinth level upto floor V level.

Walls, columns, pillars, posts and struts cum 236.04

15 Beams, plinth beams, girders, bressumers, cantilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.

cum 509.55

16 Extra for R.C.C. work above floor V level for each four floors or part thereof.

cum 5.40



17 Add or deduct for providing richer or leaner mixes respectively at all floor levels.

(a) Providing M-25 grade R.C.C instead of M-20 grade R.C.C cum 1860.26

(b) Providing M-30 grade R.C.C instead of M-20 grade R.C.C cum 564.19

Sub total of REINFORCED CEMENT CONCRETE WORK



BRICK WORK

18 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:

(a) Cement mortar 1:4 (1 cement : 4 coarse sand) cum 14.05

(b) Cement mortar 1:6 (1 cement : 6 coarse sand) cum 516.07

19 Extra for Brick work in superstructure above plinth level upto floor V level.

cum 381.68

20 Extra for brick work in superstructure above floor V level for each four floors or part thereof.

cum 5.00

21 Half brick masonry with FPS bricks of class designation 75 in foundations and plinth in :

0.00

Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 692.87

22 Extra for half brick masonry in superstructure above plinth level upto floor V level

sqm 691.37

23 Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof.

sqm 11.37

24 Extra providing and placing in position 2 Nos. 6 mm dia MS bars at every third course of half brick masonry (with F.P.S. bricks)

sqm 692.87

Sub total of BRICK WORK



STONE WORK

25 Stone work for wall lining upto 10m height etc (veneer work) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.(to be secured to the backing by means of cramps which shall be paid separately)18 mm thick (mirror polished and machine cut edge)

(a) Granite black stone (stone size 1 sqm size)

(b) Granite Grey stone (stone size 1 sqm size) sqm 520.40

26 Extra for stone work for wall lining on exterior walls of height more than 10m from ground level for every additional height of 3m or part

sqm 712.52

Sub total of STONE WORK

sqm 171.06



MARBLE WORK27 Providing and fixing 18 mm thick mirror polished, machine

cut for kitchen platforms, vanity counters fascias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels.Granite black/ Area of slab over 1.0sqm but upto 2.0 sqm)

sqm 35.98

28 Providing & fixing Black Granite Stone slab table rubbedand polished of size 105 cm x 60 cm x 1.8 cm thick fixedin urinal partition with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggeregate20 mm nominalsize)

Sqm 5.67

29 Extra for providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing both faces & edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work metre 27.10

30 Extra for fixing marble/ granite stone over and above corresponding basic item, in fascia and drops of width upto 150 mm with epoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

metre 27.10

31 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform, vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete.

each opening 20.00

32 Mirror polishing on marble work/stone work where ever required to give high gloss finish complete.

sqm 411.44

33 Providing and fixing cramps of required size & shape in RCC/CC backing with cement mortar 1:2 (1 cement : 2 fine sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately).Stainless steel crampsSub total of MARBLE WORK

kg. 2766.00



WOOD WORK

34 Extra for providing frosted glass panes 10 kg/sqm (4mm thick) instead of ordinary glass panes 10 kg/sqm (4 mm thick) in doors, windows and cleresotry windows shutters, (Area of opening for glass panes excluding portion inside rebate shall be measured)

sqm 29.43

35 Providing and fixing flush door shutters non-decorative type, core of block board construction with frame of 1st class wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including anodised aluminium butt hinges with necessary screws.

sqm 4.06

36 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 color or shade with nuts and screws etc. complete:

250 x 16 mm each 29.00

37 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 color or shade with shade with necessary screws etc. complete:

(a) 250 x 10 mm each 528.00

(b) 100 x 10 mm each 290.00

38 Providing and fixing aluminium pull bolt lock anodised ISI marked(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. complete.

each 0.00



39 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 color or shade with necessary screws etc. complete:

(a) 125 mm each 110.00

(b) 75 mm each 274.00

40 Providing and fixing aluminium hanging door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. completeTwin rubber stopper each 64.00

41 Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. complete.

each 278.00

42 Providing and fixing bright finished brass 100 mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etccomplete (Best make of approved quality)

each 31.00

Sub total of WOOD WORK



STEEL WORK

43 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Kg 300.00

44 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

sqm 6.72

45 Providing and fixing 1mm thick M.S. sheet door with framof 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

Using M.S. angles 40x40x6 mm for diagonal braces

46 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No. 2 and M.S. top cover of required thickness for rolling shutters.

80 x 1.25 mm M.S. laths with 1.25 mm thick top cover

47 Providing and fixing ball bearing for rolling shutters each 2.00

sqm 10.00

sqm 6.30



48 Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (area of grill to be measured.)

sqm 3.00

49 Providing and fixing pressed steel door frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specifiedand applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge: PROFILE -A

metre 11.14

50 Providing and fixing circular/hexagonal M.S. sheet ceiling fan box with clamp or internal dia 140 mm, 73 mm height, 3 mm thick rim, top and bottom lid of 1.5 mm M.S. sheet. Lids shall be screwed into M.S. box by means of 3 mm round headed screws, clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing with over all length as 80 cm.

each 2.00

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, grills, ladders, railings, brackets, gates & similar works.

Sub total of STEEL WORK

51 Kg 7155.15



FLOORING WORK

52 52 mm thick cement concrete flooring with Hardcrete concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick Hardcrete concrete hardener consisting of mix 1:2 (1 cement hardener mix : 2 stone aggregate 6 mm nominal size) by volume with which Hardcrete concrete hardener compound of Snocem India Ltd. or equivalent is mixed @ 2 litre Hardcrete per 50 Kg of Cement including cement slurry, but excluding the cost onosing of steps etc. complete.

sqm 2288.01

53 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.

(a) 18 mm thick sqm 54.59

(b) 21 mm thick sqm 54.59

54 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be appoved by Engineer-in-in charge) over 20 mm (average) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete.(Area of slab 0.5 to 1.00 sqm)

(a) Udaipur green marble sqm 46.59

b) Jhansi Red & Black Granite sqm 94.38



55 Extra if pigment is used in the cement slurry to match the shade of the marble slabs

sqm 1160.55

56 Extra if white cement slurry is used instead of grey cemenslurry (in joints of marble stone flooring or tiles)

sqm 1160.55

57 Extra for nosing in marble stone for treads metre 96.00

58 Extra for marble stone flooring in treads of steps, not exceeding 30 cm in width.

sqm 46.59

59 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base 1:4 (1 cement : 4 coarssand)25 mm thick sqm 80.82



60 Kota stone slabs 25mm 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 shadof the slabs, including rubbing and polishing complete.

sqm 99.89

61 Stone slabs 18-20 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 white cement slurry mixed with pigment to match the shade of the slabs, and a layer of white cement slurry paste.including rubbing and polishing complete.

(a) Jhansi Red & Black Granite sqm 98.64

(b) Zed Black Granite sqm 10.00

62 Extra for nosing in steps and treads of kota stone slab metre 325.00

63 Extra for Kota stone/sand stone flooring in steps and treads not exceeding 30 cm in width.

sqm 97.51

64 Providing and fixing Ist quality ceramic glazed tiles conforming to IS: 13753 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA , or equivalent make in all colours, shades except begundy, bottle green, black of any size as approved by Eningeer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1Cement : 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 449.05

Sub total of FLOORING WORK



Roofing

65 Providing and fixing at all height false ceiling of 12.5 mm thick tapered edge gypsum board conforming to IS:2095 including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating 600 as per IS:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm dia x 40 mm long with 6 mm dia bolts to the angle hanger being fixed with nuts and bolts to G.I. channels 45 mm x 15 mm x 0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick botton wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64 mm diax 230 mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and 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 the help of rawl plugs at 450 mm centre to centre with 25 mm long drive-all screws @230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finisher and two coats of primer suitable for gypsum board as per manufacturers specification and also including the coat of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction othe Engineer-in-Charge but excluding the cost of painting.

sqm 2000.00

Sub total of ROOFING WORK



FINISHING 12 mm cement plaster of mix:

1:6 (1 cement : 6 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 (1 cement : 6 fine sand)

68 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating of neat cement

sqm 220.43

69 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall

sqm 150.00

70 6 mm cement plaster to ceiling of mix :1:3 (1cement: 3 fine sand)

sqm 4863.67

71 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

sqm 9125.48

Applying one coat of cement primer of approved brand and manufacture on wall surface:Cement primer

Finishing walls with water proofing cement paint "Snowcem -Plus" of M/s Snowcem India Ltd., or equivalent of required shadeNew work (Two or more coats applied @ 3.84 kg/10sqm)

sqm 3597.9466

67 sqm 2022.04

72 sqm 493.52

493.52sqm73.00



Finishing wall with textured exterior paint"Sandtex Matt" of M/s Snowcem India Ltd., or equivalent of required shade

New work (Two or more Coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint"Snowcem Plus" or equivalent applied @ 2.20kg/10 sqm

75 Applying priming coat:

a) With ready mixed pink or grey primer of approved brand & manufacture on wood work

sqm 8.94

(b) With ready mixed red oxide zinc chromate primer of approved brand & manufacture on Galvanised iron/steel work

sqm 486.90

76 Providing and applying two coats of fire retardent paint FR 881 unthinned on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant.

sqm 33.26

77 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work

78 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Sub total of FINISHING

sqm 495.84

74.00 sqm 1014.67

sqm 9197.90



Miscellaneous Building works

79 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 carse sand : 6 graded stone aggregat20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

sqm 9.00

Sub total of Miscellaneous Building works



ROAD WORK

80 Preparation of subgrade by excavating earth to an averagof 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and disposal of surplus earth lead upto 50 metres.

sqm 1334.34

81 Consolidation of subgrade with power road roller of 8 to 1tonne capacity including making good the undulations etcWith earth or quarry spoils etc. and rerolling the subgrade

sqm 1334.34

82 Supply and stacking of graded stone aggregate at site of size range.

(a) 90 mm to 45 mm cum 173.46

(b) 63 mm to 45 mm cum 130.10

83 Laying water bound macadam with specified stone aggregate stone screening and blinding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (payment for stone aggregate , screenings, kankar, moorum and red bajri etc. to be paid separately):

(a) Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size

cum 133.43

(b) Base course with 63 mm to 45 mm size including stone screening 13.2 mm size

cum 100.08

84 Supplying and stacking of moorum at site. cum 29.19



85 Supplying and stacking of red bajri at site cum 29.19

86 Brick edging laid in full brick width and half brick depth including excavation, refilling and disposal of surplus eartlead upto 50 metres

With FPS bricks of class designation 75

87 Providing and laying design mix cement concrete in roadstaxi tracks and runways having a minimum works test beam flexural strength of 30 kg. Per sq cm at 28 days using not less than 340 kg of cement per cum of finished concrete; coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per specified design criteria approved by Engineer-in-Charge mechanically vibrated using needle and surface vibrators including steel from work with sturdy MS channel sections including curing and providing and filling construction joints and dummy joints with shalijet primer or equivalent including rounding of the edges and filling the grooves 10 x 25 mm deep at top for construction joints and 10 mm x 50 mm deep at top for dummy joints with joint sealing compound 9conforming to grade B of IS;1834) including making necessary arrangements for expansion joints etc. all complete.

cum 133.43

88 Providing and fixing in position premoulded joint filler in expansion joints. The rates to be quoted as per cm depth per cm width per m length.

per cm depth per cm width per m length.

20015.10

89 Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade 'A' sealing compound .

per cm depth per cm width per m length.

2001.51

Sub total of Road works

metre 10.00



ALUMINIUM WORKProviding and fixing anodised aluminium work for doors; windows; ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS : 733 and IS : 1285; anodised transparent or dyed to required shade according to IS : 1868; (Minimum anodic coating of grade AC 15); fixed with rawl plugs and screws or with fixing clips; or with expansion hold fasteners including necessary filling up of gaps at junctions; at top; bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth; rust free; straight; mitred and jointed mechanically wherever required including cleat angle; Aluminium snap beading for glazing/ panelling; C.P. brass/stainless steel screws; all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately.)

For fixed portion91 For shutters of doors; windows & ventilators including

providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required (Fittings shall be paid for separately.)

KG 6003.31

92 Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade) particle board Grade I Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin; of approved brand and manufacture in panelling fixed in aluminium 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.Prelaminated particle board with decorative lamination on both sides.

sqm 28.35

90 KG 3292.55



93 Providing and fixing glazing in aluminium door; window; ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings anthe directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item).

(a) With glass panes of 4.0 mm thickness (wt not less than 10Kg/sqm)

sqm 298.68

(b) With glass panes of 5.50 mm thickness (wt not less than 13.75 Kg/sqm)

sqm 75.66

Providing and fixing double action hydraulic floor spring of approved brand and manufacture (conforming to IS : 6315) Hardwyn Make (model No. 3000) or equivalent for aluminium doors including cost of cutting floors as required; embedding in floors and cover plates with brass pivot and single piece MS sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

With Stainless Steel cover plate

Sub total of ALUMINIUM WORK

94 each 25.00



WATER PROOFING

Providing and laying integral cement based treatment for for water proofing on the Horizontal surface at all levels as directed by Engineer in Charge and consisting of (i) 1st layer of 20 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound impermo of snocem or equivalentconforming tIS : 2645 in the recommended proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS : 2645 in proportion recommended by the manufactu(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions (iii)Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ a cum/sqm thoroughly embedded in the 2nd layer.

Using Rough Kota stoneProviding and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 20 mm thick with cement slurry mixed with water proofing compound impermo of snocem or equivalent conforming to IS : 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surface and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:4 (1 cement :4 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge.

Using Rough Kota stoneProviding and laying water proofing treatment in sunken portion of w.cs,bathroom etc., by applying cement sulrry mixed with armourcrete of M/s The structural water proofing company Pvt. Ltd. or tapecrete of M/s CICO Engg.Service consisting of applying:

sqm 1473.9522

sqm 964.5096

95

97 sqm 220.43



(a) first layer of slurry of cement @ 0.488 kg/sqm mixed with armourcete or tapecrete @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 houres.

(b) second layer of sulrry of cement @0.242 kg/sqm mixed with armourcete or tapecrete @0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface ,treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed sulrry. NOTE: rendering/plastrering as protective layer, if required will be paid separately.

NOTE: rendering/plastrering as protective layer, if required will be paid separately.Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs; balconies; terraces etc. consisting of following operations.(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. Of cement admixed with proprietary water proofing compound conforming to IS. 2645 over the RCC slab including cleaning the surface before treatment.(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mmsize with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed witproprietary water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

98 sqm 803.58



(c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300x300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge. : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

Sub total of WATER PROOFING



99 Providing and fixing Moulded C shaped PVC Handrails 60mm wide 4mm thick (to be fixed to MS flat 50mm wide)

Metre 53.60

100 Providing and fixing Strong Room Doors as per Godrej Class II defender door with Grill gate and Locking system as per Manufacturers specification complete in all respects.

Each 3.00

101 Providing and mixing water proofing compound of approved make and manufacturer in cement plaster/RCC in the proportion as specified by the manufacturer.

KG 326.92

102 Providing and laying Vitrified tiles in 605 x 605 mm Size of Morbito Platinum Series or equvlent (thickness to be specified by the manufacturer) in Dark & light colours and shades as per architectural design, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.

sqm 1774.70

103 Providing and laying Non Skid Ceramic Tiles 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality Kajaria, Spartek or equivalent make in colours White, lvory, Gray, Fume Red Brown, laid on 20 mm thicCement mortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.

sqm 127.33

Providing and laying 60mm thick interlocking type paver blocks of approved shade and colour in cement conctete Strength M30 and pigment over 20mm fine sand

Medium shade using 50% white cement and 50% ordinarcement

OTHER MISCELLANEOUS BUILDING ITEMS

sqm104 200.00



105 Providing and fixing 42 mm thick nonmetallic asbestos free fire resistant doors of 60 minutes rating conforming toBS: 476 part 22/IS-3614 part 2 as per prototype tested and certified at CBRI Roorkee suitable for mounting on door frames and comprising of two non combustible particle boards 12 mm thick sandwiching 10 mm thick fire resistant insulation filler, veneered with 4 mm thick teak ply veneering on both the faces and Ghana teak wood lipping on all the sides with heat activated In tumescent fire seal strips (imported from U.K. or equivalent) of size 10 mm x 4mm on all the side of shutter except bottom, provided in suitable grooves, with Stainless Steel Ball Bearing Butt Hinges (100mm x76mmx 2mm.) with necessary screws, including making cut-outs for vision panels and with one coat of approved brand of fire retardant primer complete as per drawings and direction oengineer-in-charge.(Note: The measurement will be made for outer finished dimension of frame without deducting fovision panel.)

sqm 13.86

106 Providing and fixing door frames made out of Ghana Teak wood of section 120mmx 70mm(nominal) for fire resistant door of 60 minutes fore rating, with heat activated Intumensecent fire seal strips Imported (from U.K. of equivalent) of size 10mm x 4mm. provided in grooves on all three sides of frame with one coat of approved Brand ofire retardant primer, including providing 6 nos. 40x 3 mm flat iron hold fast 40cm. long including fixing of frames with 10mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm. 1:3:6 mix (1 cement: 3 coarse : 6 graded stone aggregate 20 mm nominal size.) Note: (i) Cost of fire seal strips and hold fast with C.C. blocks are included in the item.(ii) The door frames of Ghana Teak wood shall be used for only 42 mm thick door shutters.

Meter 27.60



107 Providing and fixing in pattern as per design, high quality exterior grade Aluminium composite panel 4mm thick with PVDF and polyster coating of 0.5mm thick as per approved shade (miror finish) and sample on exterior face of wall, shades, parapets, copings, bands, Edges etc. of the building over aluminium Main frame section of 25mm 50mm x 1.8 mm thick fixed to Brick/RCC faces with 8mm x 75mm dash fastener including cutting and folding compsite panel as required and fixing it to main frame witaluminium Rivets, Cleats, POP Rivet, Angles, GI Nuts and Bolts, Brackets, Silicon adhesive (ducorning 789/GE silicon) with backing rod, screws, nuts and bolts etc. as required including all erecting and dismantling scaffolding as required to the satisfaction of the engineer in charge. (Finished elevation/Plan surface area shall be measured for the purpose of payment).

Sqm 1344.30

108 Providing and fixing in position 0.9m high Stainless steelgrade 304 railing for staircase with Balustrade as per catno. MSF 8059 at 1 m c/c and as required of Manjit SteelFabricators or euivalentapprovedwith three nos stainlesssteel pipe runners of 25mm Dia. 1.6 mm th. in centre andtop stainless steel rail of 62mm Dia, 1.6mm th., withstainless steel base plate cap 75 x 75 x 8 mm th. forbalustrade, including fixing it with RCC/Brick work asinstructed by Engineer in charge complete in all respects

Meter 36.00

Supply, Installation, Testing & Commissioning of Underdeck Insulation of Roof exposed to sun using cross linkedpolyethylenecomplete with all accessories and finishes asper specifications and any other item required to make thesystem complete.

Minimum 25 mm thick Cross Linked Polyethylene

Sub total

109 Sqm 540.00



SANITARY FIXTURES110 Providing and fixing white vitreous china water closet

squatting pan (Indian type WC pan) with 2100 mm sand cast iron P or S trap; 10 litre low level PVC flushing cistern (of approved make) with fittings; CI / MS brackets; 32 mm diameter flush pipe with fittings and clamps; overflow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets; cutting and making good the walls and floors wherever required.

each 6

Orissa pattern WC pan of size 580 x 440 mm with integratype foot rests flush pipe and overflow arrangement.

111 Providing and fixing white vitreous china pedestal type water closet (European type WC pan) with seat and lid; 10 litre low level PVC flushing cistern with fittings; CI/MS brackets; 40 mm diameter flush bend with fittings and clamps; overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets; cutting and making good the walls and floors wherever required.

each 12

112 Providing and fixing white vitreouschina flat back half stallurinal of 580x380x350mm with white PVC automticflushing cistern, Parryware/ Hindware/ Seabird/ Orient(Coral) with fittings, standard size C.P. brass flush pipe,spreaders with unions and clamps(all in C.P. brass) withwaste fittings as per IS:2556, C.I. trap with outlet gratingand other coupling in C.P. brass including painting offittings and cutting and making good the walls and floorswherever required.

(a) Single half stall urinal with 5 litre PVC automatic flushing cistern.

each 4

SANITARY WORKS -II



(b) Range of three half stall urinals with 10 litre PVCautomatic flushing cistern.

each 3



113 Providing and fixing white Vitreous china wash basin withC.I. / M.S. brackets, 15 mm C.P. brass pillar taps,Kingston/Gem/Techno/Parko,32mm C.P. brass waste ofstandard pattern, including painting of fittings, cutting andmaking good the walls wherever required.

Wash basin size 550x400 mm with a pair of 15 mm C.P.brass pillar taps

each 24

114 Providing and fixing bevellededge mirror of superior glass(of approvedquality) complete with 6mm thick hard boardground fixed to woodencleats with C.P. brass screws andwashers complete.

Sqm 24

115 Providing and fixing 600 x 450 mm bevelled edge mirror osuperior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with CP bras screws and washers complete.

each 24

116 Providing and fixing PTMT towel ring trapezoidal shape215mm long, 200mm wide with minimum distances of37mm from wall face with concealedfittings arragementofapprovedquality, colour and make weighing not less than90gms (Prayag or equivalent).

each 18

117 Providing and fixing PTMT liquid soap container 109mmwide, 125mm high and 112mm distance from wall ofstandard shape with brackets of the same materials withsnap fittings of approved quality, colour and makeweighing not less than 105gms(Prayag or equivalent).

each 24

118 Providing and fixing PTMT towel rail complete withbrackets fixed to wodden cleats with CP brass screwswith concealed fitting arrangement of approved qualitycolour and make(Prayag or equivalent)

600mm long towel rail with total length of 645mm, width78mm and effective height of 88mm, weighing not lessthan 190gms.

each 6



119 Providingand fixing PTMT waste coupling for wash basin,urinals and sink, of approved quality colour andmake(Prayag or equivalent)

Waste coupling 31mm of 79mm length and 77mmbreadth, weighing not less than 45gms.

each 38

120 Providing and fixing PTMT bottle trap for wash basin, sinkand urinals (Prayag or equivalent)Bottle trap 31mm single piece moulded with height of270mm, effective length of tail pipe 260mm from thecentre of the waste coupling 77mm breadth with 25mmminimum water seal, weighting not less than 260gms.

each 35

121 Providing and fixing PTMT shelf 440 mm long, 124 mmwidth and 36 mm height of approved quality, colour andmake, weighing not less than 300gms (Prayag orequivalent).

each 5

122 Providingand fixing Salem Stainless Steel A ISI 304(18/8)kitchen sink as per IS 13983 with CI brackets andstainless steel plug 40mm including painting of fittingsand brackets, cutting and making good the walls whereverrequired.

Kithen sink with drain board 510x1040mm bowl depth178mm.

each 3

123 Providing and fixing CP brass toilet paper holder. each 12

SUB TOTAL OF SANITARY FIXTURES C/O TOSUMMARY



SOIL, WASTE, RAIN WATER AND VENT PIPES:Providing and fixing soil, waste and vent pipes.a) 100mm dia centrifugally cast (spun) iron S&S Pipe

Providing and fixing plain bend of required degreea) 100mm dia centrifugally cast (spun) iron S&S.

Providing and fixing collar :

a) 100mm dia centrifugally cast (spun) iron S&S.

Providing lead caulked joints to sand cast iron /centrifugally cast (spun) iron pipes and fittings ofdiameter.a) 100 mm

Providing and fixing trap of self cleansing design withscrewed down or hinged grating with or without vent armcomplete, including cost of cutting and making good thewalls and floors.

a) 100mm inlet and 100 mm outlet centrifugallycast(Spun) iron S&S

129 Providing and fixing of cast irongrating for gully floor ornahany trap

each 40

Providing and fixing on wall face unplasticised - RigidPVC rain water pipes conforming to IS:13592 Type Aincluding jointing with seal ring conforming to IS: 5382leaving10 mm gap for thermal expansion.(singlesocketedpipes)110 mm outer dia

360124

each 27125

metre

126

each 316127

each

each 27

13

130 metre 107

128



131 Making khurras 45x45cm with average minimumthickness of 5cm cement concrete 1:2:4(1:cement : 2coarse sand:4 graded stone aggregate 20mm nominalsize) over PVC sheet 1mx1mx400 micron, finished with12mm cement plaster 1:3(1 cement:3 coarse sand) and acoat of neat cement rounding the edges and making andfinishing the outlet complete.

each 13

Providing and fixing unplasticised-PVC pipes clips ofapproved design to unplasticised -PVC rain water pipesby means of 50x50x50mmhard wood plugs, screwed withM.S. screws of required length including cutting brickwork and fixing in cement mortar 1:4 (1 cement : 4 coarsesand) and making good the wall etc. complete.

110 mm

133 Providing and fixing to the inlet mouth of rain water pipecast iron grating 15 cm diameter and weigning not lessthan 440 grams.

each 13

134 Providing and fixing on wall face unplasticised-PVCmoulded fittings/accessories for unplasticised-Rigid PVCrain water pipes conforming to IS: 13592 Type A includingjointing with seal ring conforming to IS: 5382 leaving 10mm gap for the thermal expansion.

a) 110 mm Bend of 87.5 degree each 8

b) 110 mm Shoe (Plain) each 8

135 Providing and fixing M.S. holder bat clamps of approveddesign to sand cast iron/cast iron (spun) pipe embeddedin and including cement concrete blocks 10X10X10cm of1:2:4 mix (1 cement:2coarse sand:4 graded stoneaggregate 20mm nominal size) including cost of cuttingholes and making good the walls etc. : a) for 100mm diapipe

Each 104

each 21132



136 Providing and fixing bend of required degree with accessdoor, insertion rubber washer 3 mm thick bolts and nutscomplete.

a) 100mm dia centrifugally cast (spun) iron S&S. Each 10

137 Providing and fixing heel rest sanitary benda) 100mm dia centrifugally cast (spun) iron S&S. Each 19

138 Providing and fixing single equal plain junction of requireddegree with access door, insertion rubber washer 3 mmthick , bolts and nuts complete.

a) 100x100x100mm dia centrifugally cast (spun) ironS&S.

Each 24

139 Providing and fixing single equal plain junction of requireddegree.a) 100x100x100mm dia centrifugally cast (spun) ironS&S.

Each 19



140 Providing and fixing P.V.C. waste pipe for sink or washbasin including P.V.C. waste fittings complete.

a) 32mm dia Semi rigid Pipe each 35

b) 40mm dia Semi rigid Pipe each 1

141 Providing and fixing M.S stays and clamps for sand castIron / centrifugally cast (spun) iron pipes of diameter :a) 100 mm Each 13

142 Providing and fixing terminal guard

a) 100mm dia centrifugally cast (spun) iron S&S. Each 13

143 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS :1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing; including fixing in manholes with 30 x 20 x 15 cm cement concrete block (1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Each 40

SUB TOTAL OF SOIL, WASTE, RAIN WATER ANDVENT PIPES C/O TO SUMMARY



WATER SUPPLY

144 Providing and fixing G.I. pipes complete with G.I fittingsand clamps, including cutting and making good the wallsetc. (Internal Work): (Exposed wall)

a. 15 mm dia nominal bore metre 35

b 20 mm dia nominal bore metre 2

c 25mm dia nominal bore metre 36

145 Providing and fixing G.I. pipes complete with G.I fittingsand clamps, including cutting and making good the wallsetc. (Internal Work): (Exposed wall)

a. 32mm dia nominal bore metre 27

b 40mm dia nominal bore metre 28

c 50mm dia nominal bore metre 81



146 Providing and fixing GI pipes complete with GI fittings and clamps : Concealed pipe including painting with anti-corrosive bitumastic paint; cutting chases and making good the wall.

a. 15 mm dia nominal bore metre 135

b 20 mm dia nominal bore metre 8

147 Providing and fixing GI pipes complete with GI fittingsincluding trenching and refilling etc.(external work)

(a) 25mm dia nominal bore metre 7

(b) 50mm dia nominal bore metre 30

148 Providing and fixing brass stop cock of approved quality.

15 mm dia nominal bore each 4

149 Providing and fixing brass gate valve with C.I. wheel ofapproved quality (screwed end)

(a) 25mm nominal bore each 5

(b) 32mm nominal bore each 3

c) 50mm nominal bore each 3



150 Painting G.I Pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality

(a) 25mm dia. Pipe metre 10

(b) 32mm dia. Pipe metre 10

C) 50mm dia. Pipe metre 30

151 Making chases upto 7.5 x 7.5 cm in walls includingmaking good housing GI Pipe etc.

metre 158



152 Painting GI pipes and fittings with white paint over a readymixed priming coat, both of approved quality for new work.

(a) 15mm dia. Pipe metre 35

(b) 25mm dia. Pipe metre 26

(c ) 32mm dia. Pipe metre 17

d) 40mm dia. Pipe metre 28

e) 50mm dia. Pipe metre 51

153 Providing and fixing GI union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work).

a. 15mm dia. Pipe each 6

b 20mm dia. Pipe each 1

C 25mm dia. Pipe each 1

d 32mm dia. Pipe each 2



e 50mm dia. Pipe each 5

154 Providing and fixing 15mm nominal bore CP brass bibcock of approved quality conforming to IS:8931

each 18

155 Providing and fixing 15mm nominal bore CP brass longbody bib cock of approved quality conforming to ISstandards and weighing not less than 690gms.

each 6

156 Providing and fixing CP brass angle valve for basin mixerand geyser point of approved quality with copperconnection pipe conforming to IS:8931

each 69

157 Providing and fixing 15mm nominal bore CP brass stopcock(concealed) of standard design and of approvedmake conforming to IS:8931

each 4

158 Providing and fixing C.P. brass shower rose with 15 or20mm inlet.

a) 100 mm diameter each 2

159 Constructing brick masonry chamber 30x30x30cm, insidewith 75class designation brick work in cement mortar1:5(1 cement:5fine sand)for stop cock with G.I.surfacebox 100x100x75mm (inside) with hinged cover fixed incement concrete slab 1:2:4 mix(1 cement:2 coarse sand:4graded stone aggregate 20mm nominal size) necessaryexcavation, foundation concrete 1:5:10(1cement:5 coarsesand:10 graded stone aggregate40mm nominal size) andinside plastering with cement mortar(1:3(1 cement:3coarse sand) 12mm thick finished with a floating coat ofneat cement complete as per standard design.

With F.P.S. bricks each 9

SUB TOTAL OF WATER SUPPLY C/O TO SUMMARY



TUBEWELL & WATER SUPPLY PUMPS160 Providing and fixing G.I. pipes complete with G.I fittings

and clamps, including cutting and making good the wallsetc. (Internal Work):

a. a) 50 mm dia nominal bore metre 50

SUB TOTAL OF TUBEWELL & WATER SUPPLYPUMPS C/O TO SUMMARY



SEWERAGE AND DRAINAGE

161 Exacavating trenches of required width for pipes, cablesetc. including excavation for sockets and dressing ofsides, ramming of bottoms , depth upto 1.5 m includinggetting out the exacavatedsoil, and then returning the soilas required, in layers not exceeding 20cm in depthincluding consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavatedsoil asdirected within a lead of 50mtr.

All kinds of soilPipes, cables etc. exceeding80mm dia but not exceeding300 mm dia.

metre 110

162 Providing, laying and jointing glazed stoneware pipesgrade 'A' with stiff mixture of cement mortar in theproportionof 1:1 (1 cement : 1 fine sand) including testingof joints etc. complete.

a) 100 mm diameter metre 7

163 Providingand laying cement concrete 1:5:10 (1 cement : 5fine sand : 10 graded stone aggregate 40mm nominalsize) alround S.W./RCC pipes including bed concrete asper standard design.100mm diameter metre 7

150 mm diameter metre 51

250mm diameter metre 52



164 Providing and fixing square-mouth S.W gully trap grade'A' complete with C.I. grating , brick masonary chamberwith bricks of class designation 50 and water tight C.I.cover with frame of 300x300 mm size (inside) the weightof cover to be not less than 4.5 kg and frame to be notless than 2.70kg per standard design.

100x100 mm size P type with F.P.S bricks classdesignation 75

each 9

165 Constructing brick masonry manhole with in cementmortar 1:4 (1 cement : 4 coarse sand) RCC top slab with1:2:4 mix (1 cement : 2 coarse sand : 4 grade stoneaggregate20 mm nominal size), foundation concrete 1:4:8mix (1 cement:4 coarse sand:8 graded stone aggregate40mm nominal size) inside plastering 12mm thick withcement mortar 1:3(1cement:3 coarse sand) finished withfloating coat of neat cement and making channel incement concrete 1:2:4( 1 cement : 2 coarse sand : 4graded stone aggregate20mm nominal size) finished witha floating coat of neat cement complete as per standarddesign.

Inside size 90x80 cm and 60 cm deep including precastSFRC cover and frame 80mm thick(Heavy duty)500x600mm internal dimension total weight of cover andframe to be not less than 182 kg.

With F.P.S bricks with class designation 75 each 4



166 Extra depth for manholesSize 90 x 80 cm. With F.P.S bricks class designation 75 metre 1

167 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top with 75 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand); inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement; foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size); and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement all complete aper standard design.

0.91 m deep with SFRC cover and frame (heavy duty; HD-20 grade designation) 560 mm internal diameter conforming to IS: 12592; total weight of cover and frame to be not less than 182 kg; fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Excavation; foot rests and 12 mm thick With F.P.S. Bricks class designation 75 each 2

168 Extra depth for circular type manhole 0.91 m internal dia (at bottom) with FPS bricks. Beyond 0.91 m to 1.67 m

With F.P.S. Bricks class designation 75 metre 1

169 Providing and laying non-pressure NP2 class (light duty)S &S RCC pipes jointed with stiff mixture of cementmortar in the proportion of 1:2 (1 cement : 2 fine sand)including testing of joints etc. complete. 150 mm dia R.C.C pipes metre 51

250 mm dia R.C.C pipes metre 52



170 Making connection of drain or sewer line with existingmanhole including breaking into and making good thewalls, floors with cement concrete 1:2:4mix(1 cement:2coarse sand:4 graded stone aggregate 20 mm nominalsize) cement plastered on both sides with cement mortar1:3(1cement:3coarsesand) finished with a floating coat ofneat cement and making necessary channel for drain etc.complete

a. For pipes 250 to 300 mm diameter

171 Constructing brick masonryopen surface drain with bricksof class designation 75 in cement mortar 1:4(1cement:4fine sand) including earth excavation, 10cm thick bedconcrete 1:5:10(1cement:5 fine sand:10 graded stoneaggregate 40mm nominal size) and 25mm thick cementconcrete 1:2:4(1 cement:2 coarse sand:4 graded stoneaggregate 12.5mm nominal size) for filling haunchesincluding 12mm cement plaster 1:4(1cement:4 coarsesand) with a floating coat of neat cement inside the drain,its top and exposed side including disposal of surplusearth complete as per standard design.

25cm drain 30cm average depth with FPS bricks

172 Providing and fixing in position precast RCC manholecover and frame of approved quality.(For recharge well)

HD-20 circular shape 560mm internal diameter each 7

SUB TOTAL OF SEWERAGE/DRAINAGE C/O TOSUMMARY

each 2

metre 177



TUBEWELL & WATER SUPPLY PUMPS

173 Drilling 500mm dia bore upto 75m deep from ground levelwith DTH hammer technique/reversecirculation rotary rigin all all kinds of soil including hard rock completeincluding the cost of digging channels.

metre 250

173 Providing, fixing and lowering 200mm dia housing/blindpipe conforming to IS:3589 5mm wall thicknesswithsockets, ring of standard design and epoxy paint outside.

metre 200

174 Providing, fixing and lowering 200mm dia slotted pipeconforming to IS:3586 5mm thickness with 1.5mm to3.0mm slots as per strata conditions including sockets ofstandard design and epoxy paint outside.

metre 200

175 Providing & fixing 200mm dia bail plug, centring guides,housing clamp, well cap etc.

Each 1

176 Providing and laying rounded pea gravel washed andsieved 3 to 6mm nominal bore.

cum 10

177 Development of tubewell by an over pumping unit or aircompressor including testing of yield, depression and borelog chart for tubewell complete.

hrs. 40

178 Mobilization and transportation of drilling equipment andancillary equipment to and from site including erection andsetting up the plant and dismantling after completion.

job 1



179 Providing and laying 3 x 2.5sqmm copper submersiblecable including making connections with submersiblepump and panel board as required

Metre 125

Supply and installation of fully submersible type multi-stage tubewell pump with stainless steel body/impellersand water cooled motor suitable for 400/440 Volts, 3phase, 50 cycles AC supply complete in all respects.

Capacity of Pump=1000lpm, Head=92mtr.

181 Supply and installation of monoblock multi-stage/singlestage clear water pump with CI body bronze impellers andTEFC motor suitable for 400/440 Volts, 3 phase, 50cycles AC supply complete in all respects with ball valve,pressure gauge, NRV on delivery side.

Capacity of Pump=5000lph, Head=25mtr. each 2

Capacity of Pump=2000lph, Head=6mtr. each 1

each 1180



Providing and fixing dust & vermin proof cubicle typemotor control centre fabricated from powder coated 16SWG MS sheet comprising of:Incomer:One incoming main isolation TP& Neutral link MCCB of63/100 A ratingOne fully taped aluminium bus bar of 100A capacity inseparate bus bar chamber.One square panel type Voltmeter reading 0-500 V withrotary selector switch for reading voltage between phases.

One panel type Amperemeter with selector switch and CT

3 phase indication lightsOutgoing3 nos. DOL Starter suitable for 2 HP. (1 working+1standby)3 nos. single phase preventors of suitable rating one foreach motor3 nos. 32A/100A TP & Neutral link MCCB one for eachmotor1 nos. 32A/100A TP & Neutral link MCCB for aircompressor.3 nos. rotary type auto/manual off selector switch.Space for 2 Nos. liquid level controllerAppropriate etched aluminium identification plate for eachstarter/switch.Colour coded internal wiring from main to bus bar,switchgear, starters, indicating lamps complete in allrespects.

182

set 1



183 Providing and fixing liquid level controller for pumpsincluding probes, wiring, cable, conduit and makingconnection to pump panel complete in all respect andmaking system functional.Tubewell PumpsOne number sensor at high level of UG water tank to cut-off pump. One number sensor at low level of UG watertank to cut-in pump.

each 1

184 Providing and fixing heavy duty PVC insulated, PVCarmoured aluminium conductor cables 1100V gradeincluding necessary support clamps and connection lugscomplete in all respects. power cable 3.0 core 6 sqmm. metre 25

185 Providing and fixing heavy duty PVC insulated, PVCarmoured aluminium conductor cables 1100V gradeincluding necessary support clamps and connection lugs power cable 3.0 core 10 sqmm. metre 25

186 Providing and fixing copper earthing wire 2 Nos. 6mm diafrom motor and MCC panel to be connected in anapproved manner to the general earthing system

metre 25

SUB TOTAL OF TUBEWELL & WATER SUPPLYPUMPS C/O TO SUMMARY



ADDITIONAL SANITARY MISCELLANEOUS ITEMS

187 Providing and fixing anitmosquito brass grating 100mmdia(for water tank only)

each 2

188 Providing and fixing M.S. epoxy coated puddle flangesfabricated with GI pipes Heavy class and MS sheet 6mmthick projected alround pipe as per standard drawing for25mm Dia each 4

50 mm dia each 4

80 mm dia each 6

100 mm dia each 6

150 mm dia each 6

189 Supplying and fixing 600mm dia CI cover (Heavy Duty)with frame for manhole in water tank complete by fixing itwith cement mortar 1:2:4 mix(1:cement:2 coarse sand:4graded stone aggregate 20mm nominal size).

each 5

190 Drilling 500mm bore in alluvium with reverse circulationrotary rig from Ground Level. (G.L. to 35 m deep)

metre 35

191 Providing M.S. housing pipe 200mm dia with 5mm wallthickness.

metre 15



192 Providing M.S. slotted pipe 200mm dia with 5mm wallthickness.

metre 15

193 Providing and laying Geotextilelayer in recharge well to befixed as per standard drawing.

sqm. 5

194 Providing and laying coarse sand in recharge well to befixed as per standard drawing.

cum 5

195 Providing and laying gravel 50mm nominal size inrecharge well to be fixed as per standard drawing.

cum 5

196 Providing and laying boulders 100mm nominal size inrecharge well to be fixed as per standard drawing.

cum 5

197 Providing and fixing 513x600mm 6mm thick aluminiumperforated tray with necessary stiffners, 20mm diaaluminium rods for lifting tray complete as per standarddesign.

each 6



198 Providing and fixing M.S. structural work fabricated fromstandard sections(MS round, angles, channels, slottedangles etc.), plates chequered plates including cutting tosize, drilling, welding including cost of dash fasteners,clamps in RCC strucural members as directed, includingtwo or more coats of synthetic enamel paint over one coatof primer after surface prepration including cutting andmaking good walls.

Kg. 50

199 Providing and fixing Perforated SFRC covers and frame orequired shape & approved quality for open surface drain 450 x 450 mm wide

Medium Duty Meter 88.5

Heavy Duty Meter 88.5

200 Providing and fixing dispacement type chlorine dozer with100 litre capacity HDPE tank complete in all respects

Each 1

201 Extra for providing and fixing one hole 15 mm dia C.P.brass wash basin mixer set in place of a pair of pillarcocks in instead of pair of pillar cocks.

Each 24

202 Providing and fixing Jet spray to Europian WC with CPplate & nozzle with PVC pipe of appropriate dia (heavyduty)

Each 12

SUB TOTAL OF MISCELLANEOUS ITEMS C/O TOSUMMARY

S. No. Description Qty Unitin figures in words in figures in words

INTERNAL ELECTRIFICATION , LIFT AND EPABX - III203 Copper submain wiring in PVC conduit: Wiring for

submain wiring with following sizes of PVC insulated,copper conductor, single core cable in surface/recessed PVC conduit as required: 2X10 sq mminclusive of 1 No. 8 SWG GI wire for earthing

70 METER

204 Copper submain wiring in PVC conduit: Wiring forsubmain wiring with following sizes of PVC insulated,copper conductor, single core cable in surface/recessed PVC conduit as required: 4X10 sq mminclusive of two Nos 8 SWG GI wire for earthing.

251 METER

205 Wiring for light, fan, call bell and 6 amp plug pointswith 1.50 sq.mm. PVC insulated unsheathed copperconductor stranded wires of 1100V grade in recessedPVC medium grade ISI marked conduit (IS : 9537Part - III) including 14 SWG bare copper continuous

(a) One light point 375 EACH

(b) Ceiling Fan points with modular step type Electronicsfan regulator Philcon Cat No. P 7470 or equivalentincluding recessed fan hook box and laminated sheetcover of circular design.

10 EACH

(c) 6 amp 5 pin two in one type socket outlet point withswitch Philcon Cat No. P 7422 or equivalent

65 EACH

(d) Call bell point Complete with bell push Philcon Cat No.P 7404 or equivalent

3 EACH

(e) Exhaust fan point Complete with 3pin 6 Amp socketPhilcon Cat No. P 7421 or equivalent

22 EACH

RATE (INR) AMOUNT (INR)

206 Wiring for 16 Amps power plug points with PVCinsulated 4 sqmm copper conductor stranded wires of1100V grade in recessed PVC medium grade ISImarked conduit (IS : 9537 Part-III) complete withaccessories such as bends, junction boxes, pull boxesetc. w

(a) 16 Amp 6 pin socket outlet Philcon Cat No. P 7424Sor equivalent with 16 A switch Philcon Cat No. P 7411or equivalent

54 EACH

207 Wiring of group of 3 light points controlled by 6 AmpDP MCB at ground floor with metal enclosure for ramplighting with 1.5 SQ MM Copper Conductor PVCinsulated single core cable and continuous 14 SWGbore copper conductor

8 SET

208 Providing and fixing TV/Telephone points withfollowing sizes sheathed, PVC insulated annealedtinned electrolytic copper conductor in recessed 25mm dia medium grade PVC conduit IS:9537 part-III,from floor junction box to outlets complete withaccessor

(a) TV point socket Philcon Cat no. P-7451 or equivalentwith Co-axial TV cable RG-6

8 EACH

(b) RJ 11 Telephone Jack 2 line Philcon cat no. P-7490or equivalent with 0.60 mm dia 2 pair

37 EACH

209 Providing and fixing of telephone M.S. tag box withhinged cover having locking arrangement as pertelecom. department approval and having:

(a) 50 pair Telephone tag block 3 EACH

210 Supply, installation, testing and commissioning ofceling and exhaust fans:

(a) Ceiling Fan 1200mm dia sweep, of Cromptongreaves, Model Hi Breeze Cat no. HB 1200 orapproved equivalent includingsuspensionrod and wireconnection inclusive of fan regulator complete in allrespects.

8 EACH

(b) Ceiling Fan 900mm dia sweep, of Crompton greaves,Model Hi Speed Cat no. HS 900 or approvedequivalent including suspension rod and wireconnection inclusive of fan regulator complete in allrespects.

2 EACH

(c) Exhaust Fan 300mm dia sweep, Crompton greaves,Model Clean Flow or approved equivalent includingPlastic louvers, wire connection and 12mmcommercial ply of required size fixed to window framewith steel screws complete in all respects.

22 EACH

211 Supply and fixing of wall bracket light as per philipsCAT no. FL 800/320 or approved equivalent including18 watt PLS lamp complete in all respects

5 EACH

212 Supply, installation and commissioning of surfacemounted bulk head luminaire Phillips Cat No. FXC 101or approved equivalent with 1x 9 W PL-S Lamp withpremastic glass cover and steel wire guard completein all respects.

15 EACH

213 Supply, installation and commissioning of recessedmounted luminaries with 2x36 watts PL-L lamps as pePhillips Cat no. FBS 470/236 D6 HF (PW) orapproved equivalent.

171 EACH

214 Supply, installation and commissioning of wall Mirrorlight as per philip CAT no. FMS 200/111 or approvedequivalent. with 1x 9 W PL-S Lamp

14 EACH

215 Supply, installation and commissioning of Recessedmounted luminaries with 1x18 watts CFL lampsPhillips Cat no. FBS 100/118 or approved equivalent.

70 EACH

216 Supply, installation and commissioning of Ceilingmounted luminaries with 2x11 watts CFL lampsPhillips Cat no. FCS 518/211 or approved equivalent.

100 EACH

217 Supply and fixing of 25 litre capacing vertical storagetype water heating geyserwith Plastic body, copperheating element, Moulded PUF insulation as perCrompton greaves Model Solarium or approvedequivalent complete in all respects.

15 Each

218 Supply, installation and commissioning of Ding dongelectronic bell Anchor Cat no. 30839 or approvedequivalent

3 EACH

219 SDB TYPE-I

Supply, installation, testing and commissioning ofmetal clad double door 6 way TPN distribution boardfactory fabricated including inter connection earthingand neutral link earth link etc. complete with thefollowing mounting (at Ground, Ist and 2nd flo

8 SET

INCOMING40 AMP 4 Pole RCBO/ ELCB + MCB combination, 30MA sensitivity, 10 KA breaking capacity - 1 nos.OUTGOING : SP MCB, 10 KA breaking capacity & ofC curve characteristics6 AMP SP MCB -6 nos. 10 AMP SP MCB - 4 nos. 20 AMP SP MCB - 8 nos.

220 SDB TYPE-IISupply, installation, testing and commissioning ofmetal clad double door 12 way DP MCB distributionboard factory fabricated including inter connectionearthing and neutral links etc. complete with thefollowing mounting (at Ground floor)

2 SET

INCOMING40 AMP, DP RCBO / ELCB + MCB combination, 30MA sensitivity, 10 KA breaking capacity - 1 nos.OUTGOINGSP MCB 10 KA breaking capacity and of ‘C’ curvecharacteristics6 AMP SP MCB -3 nos. 16 AMP SP MCB - 2 nos. 10 AMP SP MCB - 2 nos.

20 AMP SP MCB - 3 nos. 221 SDB TYPE-III

Supply, installation, testing and commissioning ofmetal clad double door 8 way DP MCB distributionboard factory fabricated including inter connectionearthing and neutral links etc. complete with thefollowing mounting (for basment & ramps)

7 SET

INCOMING32 AMP, DP RCBO / ELCB + MCB combination, 30MA sensitivity, 10 KA breaking capacity - 1 nos.OUTGOINGSP MCB 10 KA breaking capacity and of ‘C’ curvecharacteristics6 AMP SP MCB -4 nos. 20 AMP SP MCB - 4 nos.

222 Supply, Installation, testing and commissioning of40/80 liters/HR capacity water cooler of Blue Starlimited or approved equivalent

3 Each

223 Supply, Installation, testing and commissioning ofReverse osmosis 25 Litre capacity five stage typewater RO system of Model Zero B Ultimate of Ionexchange (india) Ltd or approved equivalent withvoltage stabilzer of approved make and suitablecapaci

6 Each

224 Wiring of hooter/ security alarm circuit with 2x1.5sq.m. copper conductor cabel with concealed PVCconduit complete with hooter rang-meters.

2 LS

225 Call bell response indicator panel with powder coatedMS box- 10 ports

1 Each

Sub Total of Internal Electrification

EPABX

226 Supply, Installation, testing and commissioning ofPanasonic Digital Hybrid- TDA 200 KTS system orapproved equivalent equipped with 8 P & T+ 4DLC+88 extensions with 1 hour battery back up, MDF100 pairs including interconnections and wiring to allport

1 Each

Passenger Lift227 8 passsenger (544 Kg) lift with automatic central

opening doors, Battery operated Automatic rescuedevice, with V3 F drive Speed 1 m per sec for 5opening/ 5 closing on the same side, Travel from lowebasement to top floor 13.8m with stainless steel b

1 Each

FIRE FIGHTING SYSTEM - IV228 Supplying, installing, testing and commissioning of

electric driven fire pump suitable for automaticoperation consisting of the following (as per CPWDspecification Part V-1985 for Fire Fighting and itsamendments).

2 set

a) Fire pump with bronze impeller shall be horizontalsplit casing centrifugal suction type multistage having acapacity of 1620 ltrs/minute against a total head of 60meters so as to ensure a minimum pressure of 3.0 kgper square cm. at the highest and

b) Squirrel cage type TEFC motor suitable foroperation on 415V + 10%, 3 phases 50 Hz. system ofsuitable HP for the above pump with synchronousspeed of 3000/2900 RPM and flexible coupling.Thepump motor should conform to IS: 325-1978.

c) Common bed plate fabricated from mild steelchannel or cast iron type.d) Suitable cement concrete pump foundation &vibration damping arrangement with cushy footmounting as required.

229 Supplying, installing, testing and commissioning ofdiesel engine driven fire pump suitable for automaticoperation consisting of the following (as per CPWDspecifications PartV 1985.)

1 set

a) Horizontal centrifugal type multi-stage, fire pumpwith bronze impeller suitable for delivery of 1620ltrs/minuteat a total head of 60 meters so as to ensurea minimum pressure of 3.0 kg per sq.cm. at thehighest & farthest outlet at the specified flb) Water cooled cold starting type multi cylinder 4stroke diesel engine, developingsuitable BHP at 1800RPM for the above pump set with automatic startingmechanism, cooling system shall be with radiator coolengine, maintenance free batteries, battery

c) Common bed plate fabricated from mild steelchannel or cast iron type.d) Suitable cement concrete pump foundation &vibration damping arrangement with cushy footmounting as required.

230 Supplying, installation, testing and periodiccommissioning of electric motor driven automaticpressurizationpump set consisting of the following (asper specification)

1 set

a) Centrifugal pump of 180 LPM capacity capable ofbuilding up pressure lost in any leakage in the systemagainst a total head of 60 m approx. complete withC.I. casing bronze impellor ; mechanical seal & S.S.shaft necessary strainer, pressure gauge on

b) Squirrel cage A.C. induction motor suitable foroperation on 415 V + 10% 3 phase 50 Hz. A.C. supplyand of minimum 5 HP for the above pump with flexiblecoupling as per specification and conforming to IS:325/ 1978 and shall be TEFC type only.

c) Common bed plate fabricated from mild steelchannel or cast iron type.

d) Suitable cement concrete pump foundation withvibration damping arrangement with cushy foot orsimilar mounting as required.

231 Supplying, installation, testing & commissioning ofelectric motor driven automatic pressurization pumpset consisting of the following (as per specification)

1 set

a) Centrifugal pump of 900 LPM capacity capable ofbuilding up pressure lost in any leakage in the systemagainst a total head of 35 m approx. complete withC.I. casing bronze impellor ; mechanical seal & S.S.shaft necessary strainer, pressure gauge on

b) Squirrel cage A.C. induction motor suitable foroperation on 415 V + 10% 3 phase 50 Hz. A.C. supplyand of minimum 5 HP for the above pump with flexiblecoupling as per specification and conforming to IS:325/ 1978 and shall be TEFC type only.

c) Common bed plate fabricated from mild steelchannel or cast iron type.d) Vibration damping arrangement with cushy footor similar mounting as required.

232 Fabricating, supplying, installation, testing andcommissioningof L.T. cubical type compartmentalisedpanel board fabricated from 2mm thick CRCA sheet,phosphatisedand painted. The panel shall be dust andvermin proof, totally enclosed wall mounted type

1 set

SECTION -IIncominga) One (1) no. 250A, 415V TP MCCB havingbreaking capacity 50KA with electronic trip device andN/L edtc.

b) One (1) set TPN busbar of 300 A capacity. c) One (1) set voltmeter (0-500) volts) with selectorswitch, 1 No. ammeter (0- 400A) with CTs andselector switch, Phase indication lamps with backupfuses.

Outgoinga) Two (1) no. 100A, 415V TP MCCB havingbreaking capacity 10KA with electronic trip device andN/L edtc. ( jocky jump 1 Nos.)

b) One (1) no. 32 A, 230 V, 50 Hz, DPMCB (for battery charge unit)

with 100-125 amp release setting range, c) Two (2) no. 100A, 415V TP MCCB havingbreaking capacity 35KA with electronic trip device andN/L edtc. ( 1 No. each for Hydrant pump and sprinklerpump)

SECTION II( For Hydrant Pump/ Sprinkler pump )

2 Nos. Automatic Stardelta starters suitable forHydrant pump/ Sprinkler pump motor, 2 Nos.Ammeter (0- 200A) , 2 nos. selector switches and 2sets of 3 Nos. CT's 200/5A with single phasepreventor and indicator lamps ON/OFF with necessarycontrol syst

SECTION III( For Pressurisation Pumps )

2 Nos. Automatic Stardelta starters suitable forPressurisation pumps motor with single phasepreventors, 1 set of 3 Nos. CT's 100/5A andAmmeter (0- 60A) with indicating lamps ON/OFF withnecessary control system components such as relay,contractorsSECTION IV( For Battery Panel )

1 set of Automatic trip battery unit of suitable ratingoperating at 24 VDC complete with necessary bolts/trickle charging arrangements I.e. providing and fixingnecessary control system components such as relay,contractors, timer I.e. D.C. meter etc. SECTION VProviding and fixing water level indicators withelectronic circuit.

233 Supplying, laying, jointing, testing and commissioningof heavy Class M.S. pipes as per relevant IS: 1239with special accessories like tees, elbows, flangedjoints, rubber insertion nuts & bolts including earthwork excavating and treating under ground

a. 150 mm dia 60 mtr234 Providing and fixing Stainless Steel single headed

hydrants with flanged inlet with 63 mm femaleinstantaneous outlet complete with male blank caps,chains conforming to IS:5290 type A with stainlesssteel orifice plate to keep the pressure not more than

20 each

235 Providing 63mm (2 ½ )" dia 15 m long reinforcedrubber lined hose pipe conforming to IS: 636-1992Part-II with gunmetal male & female coupling copperwire wound with hose pipe as required.

40 each

236 Providing and fixing first aid hose reel full swingingtype with 30 meter long 20mm dia rubber linedpipe of approved make with shut off ABS nozzle of 5mm dia. The hose reel conforming to IS:884-1969and hose tubing to IS:1532 complete as required

20 each

237 Providing and fixing Stainless steel branch pipe with20mm dia nozzle conforming to IS:903. Suitable forinstallation connections to hose coupling etc. asrequired.

20 each

238 Providing and fixing weather proof standard hosecabinet (900mm x 600 mm x 450 mm) out door typesuitable for accommodating yard hydrants made of16SWG M.S. sheet having central opening glazeddoor including necessary locking arrangements,painting one co

20 each

239 Supplying and installing cylindrical type air vessel of250mm dia, 1.2m high fabricated out of 8mm thick MSplate suitable for 7kg/sqcm. working pressurecomplete with air release valve, safety valve, pressuregauge etc. as required. The air vessel shall

6 each

240 Providing and fixing cast iron body IS: 210 FG 220 anddouble flange handle operation type butterfly valveconforming to IS specifications with SS304 disc andshaft nitnile rubber replaceable seat of the followingsize complete with bolts, nuts, washers

a) 100 mm dia 4 each

b) 150 mm dia 4 each

241 Providing and fixing wafer type non-return valvecomplete with bolts, nuts washer & companion flangesas required complete.

a) 100 mm dia 4 each

b) 150 mm dia 4 each

242 Providing and fixing Carbon-di-oxide fireextinguishers consisting of welded M.S.cylindricalbody, squeeze lever discharge valve fitted withinternal discharge tube, 30cms long high pressuredischarge hose, discharge nozzle, suspe

(a) Capacity 4.5 kg. I.S.I. Marked. 24 each

243 Providing and fixing water Co2(ISI marked)extinguishers including all accessories as per ISspecification. (IS 934) with wall bracket fixed to wallwith dash fasteners.

(a) cap 9 lts. 24 each

244 Providing, fixing, and testing of heavy class M.S pipesas per relevant IS:1239 with special accessoriesincluding welded joints, reducers, tees, elbows,flanged joints, rubber insertion, nuts, bolts or weldedjoint with flange joints on bends, includi

a) 150 mm dia 198 mtr

b) 100 mm dia 100 mtr

c) 80 mm dia 100 mtr

c) 65 mm dia 100 mtr

d) 50 mm dia 100 mtr

e) 40 mm dia 50 mtr

f) 32 mm dia 100 mtr

g) 25 mm dia 600 mtr

245 Providing and fixing draining arrangement to thevertical wet risers and sprinklers system.

a) 40 mm dia M.S. Pipe heavy class conforming to IS:1239 with fittings, clamps etc.

6 mtr

246 Providing and fixing 40 mm dia gunmetal full way valveheavy quality tested to 21kg/cm2

2 each

247 Providing and fixing 15 mm nominal bore quartzoidbulb type sprinkler of chromium plated, T.A.C.approved ( side wall or spray type) suitable foroperating on 68 deg. C

a) side wall type 50 each

b) pendant type 400 each

248 Supplying, fixing, testing and commissioning,installation control valves comprising of :

1 set

150 mm diaTurbine type automatic sprinklerAlarm valve - 1 No.1 No. alarm motor & gong (hydraulically operated.1 No. main stop valve1 No. alarm valve.Pressure gauges drain pipe.

249 Providing and fixing flow switch of approved make forthe S. annunciation system of the sprinkler system.

a) 80/100/150 mm dia 10 each

250 Providing and fixing 10 zone Annunciation panel forthe sprinkler system on A.C. supply with stand bybattery complete in all respects.

1 set

251 Providing and fixing 1 core x 1.5 sq.mm strandedcopper conductor PVC sheathed insulated FRLS wirein a existing conduit complete.

4700 mtr

252 Providing and laying 20mm dia MS conduit with allfittings, junction box complete in all respects

2350 mtr

253 Providing and fixing 16 litres G.I buckets set of 5buckets filled with sand and mounting angle ironstructure duly painted with two coats of red oxide andtwo coats of post office red enamel paint.

4 set

254 Providing and fixing Manual call point button with pushbutton and hammer housed in a 16 gauge MS boxduly painted with two coats of red oxide and two coatsof post office red enamel paint.

20 set

255 Providing and fixing speaker and sounder housed in a16 gauge MS box duly painted with two coats of redoxide and two coats of post office red enamel paint.

6 set

256 Providing and fixing philips 12 zone local fire controlpanel housed in a 16 gauge MS box duly painted withtwo coats of red oxide and two coats of post office redenamel paint.

6 set

257 Providing and fixing 2-way fire brigade inlet connectionwith buit-in check valve complete with bolts, nutswasher & rubber insertions as required complete in allrespects.

5 each

258 Providing and fixing Lift/Floor and fire signages printedon photoluminescent U1000 aluminium sheet of 1.0mm (+10%) containing Lumigen III as base chemicalcovered under UV stablize coating and of appropriatesize including fixing on wall, door, ceiling

45000 Sqcm

259 Constructing masonry chamber 60x60x75 cm, insidewith 75 class designation brick work in cement mortar1:5 (1 cement: 5 fine sand) for sluice valve, with C.I.surface box 100mm top diameter, 160mm bottomdiameter and 180mm deep (inside) with chained lid a

6 each

Sub Total of Fire Fighting System

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