Laying Water Pipeline at Kalupur and Shahpur area diff. Places under Pollution in Dariyapur Ward.

Name of work: - bægÍtul œhegtvwh Jtuzolt ftjwvwh <Útt Ntnvwh rJM<thbtk <&t yLg søgt yu vtKelt vtuÕgwNl

ykk<do< vtKe le jtRl buRLxuLm fhJt <&t lJe jtRl ltFJt lt ftb.(yu.yth.me.)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of A.M.C. invites percentage rate sealed tenders

from interested contractors for the following work at different locations within the limit of A.M.C.

1 Name of work bægÍtul œhegtvwh Jtuzolt ftjwvwh <Útt Ntnvwh rJM<thbtk <&t yLg søgt yu

vtKelt vtuÕgwNl ykk<do< vtKe le jtRl buRLxuLm fhJt <&t lJe jtRl

ltFJt lt ftb.(yu.yth.me.)

2 Estimated Tender Amount Rs.

3 Tender fee Rs.900.00

(Non refundable) (Demand Draft in favour of Municipal Commissioner, Ahmedabad)

4 Time Limit 12 Months

5 Download of Tender Tenders from the website www.nprocure.com or shall be down

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E” class having in Road Works in PWD in Govt. R&B / CPWD /

AMC or equivalent register with any other state Govt. or institutions.

7 Earnest Money Deposit Rs.10000.00 (Demand Draft / pay order / Bank Guarantee in favour of

(Bid security) Municipal Commissioner, Ahmedabad is to be submitted as prescribed

(1 % of Estimate put to as below. Demand Draft/Bank Guarantee shall be from approved list of

AMC of banks and the issuing branch of bank guarantee shall be of

Ahmedabad city only and it should be valid for for 180 days. ( As

Per AMC finance Dept . Circular No. 5 Dt. 5/5/2007 & F.D.

Circular No. 29 Dt. 7/8/2010 & attched ANNEXURE - 1 finance

dept.circular No-40 Dt.05/11/2020. E.M.D. shall be submitted

physically along with the Physical Submission when applicable.

8 Submission of EMD and Tender Fee & EMD should Submitted physically along with tender

Tender Fees documents as described in the invitation of tender should be

submitted to Assistant Manager- Central Zone, 3rd Floor, B – Wing,

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

Bid submitted without bid security & tender fee shall be treated as

non responsive and shall be summarily rejected.

9 Mode of sending the The whole tender shall be submitted by two modes.

Tender Documents • Whole tender shall be submitted only on www.nprocure.com

website as per Schedule mentioned in Notice inviting

• Tender Fee, EMD, technical bid and other relevant PQ Documents

as per check list given in tender shall be submitted physically in

two copies (Original & duplicate) in sealed envelope as per

Schedule mentioned in Notice inviting Tender.

10 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.

Tenders. The tenders received after latest schedule date and time will not

be entertained under any circumstances.

11 Submission of Price Bid The Price bid shall be submitted online only. The bidder shall fill

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

mentioning quoted rated, else it shall be considered as rejected.

12 Opening of Technical bid As per Notice inviting Tender / Addendum / Corrigendum.

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

13 Tender validity period 120 days from the last date of submission of Tender.

14 Security Deposit 5 % of Contract Value to be submitted in the form of (Demand Draft /

pay order / Bank Guarantee in favour of Municipal Commissioner,

Ahmedabad. Bank Guarantee shall be from approved list of AMC of

banks as per attched ANNEXURE - 1 finance dept. latest circular.

and the issuing branch of bank guarantee shall be of Ahmedabad City

only. The validity of the Security Deposit shall be up to valid till

days beyond Date of completion of work.

The Security Deposit shall be payable in 10 days (for tenders upto

Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and above) from

date of receipt of LOI failing which interest @ 4% per annum will be

charged by AMC.

15 Deductions from Running

a. Retention Money 2 % amount of each Running Bill shall be deducted as a Retention

Money. Such retention money shall be released in the final bill of the

b. Labour welfare cess Labour welfare cess as per the Act, 1996 (non refundable) shall be

deducted from each running bill.

16 Defect & Liability Period Not applicable in this case. If applicable than refer condition of

contract attached over rule as per form B-1 published by Government.

17 Compansation for Delay 10 % of the actual balance work after Time limit expired.

• All the circulars which were published by Authorities of AMC time by time will be applicable on said

Tender and bound to bidder with out any condition.

• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves the rights to

reject any or all the tenders without assigning any reasons thereof.

• The authorized signatory holding Power of Attorney shall only be the Digital Signatory. In case

authorized signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall

be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

(On contractor’s Letter Head / certified with Stamp and Sign with Contact Detail)

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul œhegtvwh Jtuzolt ftjwvwh <Útt Ntnvwh rJM<thbtk <&t yLg søgt yu vtKelt vtuÕgwNl ykk<do<

vtKe le jtRl buRLxuLm fhJt <&t lJe jtRl ltFJt lt ftb.(yu.yth.me.)

I/We the undersigned have carefully gone through and clearly understood the Tender

documents of above mentioned project comprising of Notice Inviting tenders, Articles of Agreement,

Scope of work, Definition of terms, notes Instructions/Information to Bidder, Condition of Contract,

special condition of contract, Appendices, Specifications, Bill of Quantities, furnished by AHMEDABAD

MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the said

document and with such materials as mentioned for, at the respective rates which I/we have quoted in the

Price Bid or at such other rates as may be fixed under the provisions of these conditions.

In the event of this tender being accepted I/We agree to enter into an agreement and when required,

execute the contract, according to your form 1 of agreement as or in default where of I/we bound

myself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC

from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take

necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as

mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to

commence the work specified. Otherwise the Employer shall retain the said sum, as on account of such

Security Deposit as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other than those that may be approved in accordance with

conditions in the aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender,

which are received. I / We also understand & agree that Municipal Commissioner Reserves the right to allot

number of tenders to successful bidders at his sole discretion in case if I / We am/are lowest in more than one

I/We am/are bound to execute the job if the work order is issued within 120 days from the date of

opening of the tender.

I am bound to execute the work by maintaining all Quality aspects/parameters mentioned in the

tender terms and conditions. I am also bound to submit all supporting Genuine Original documents as and

when asked and if any discrepancy found in such documents as well as in the executed Work with respect to

Quality/Quantity at any stage of work or even after completion of work, it will be solely my Responsibility. I

am bound to prove originality of all documents submitted by me and if any Documents found false/fake then

Municipal Commissioner/AMC has right to take any action/penalty/punishment against me.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

I am also bound that if I/we, indulged into any malpractice and/or used any inferior quality and/or the

construction of road is found to be of an inferior quality under this contract than in such case Municipal

Commissioner/AMC has right to debar/ blacklist permanently.

I/We agree to pay the Government income-Tax, GST/Sales-Tax (Central and State), Octroi duties,

Royalty on material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such

items on which the same are leviable and the rates quoted by me/us are inclusive of the same.

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad Municipal Corporation

(referred to as Employer in these documents) invites sealed bids for the construction of works (as

defined in these documents and referred to as “the work”) detailed in the table given in the Invitation

for Bid (hereinafter called as IFB.) from competent bidder. The bidders may submit bids for the works

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as defined in this

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the Clause-14. An

agency that has been engaged by the Employer to provide consulting services for the preparation or

supervision of the works, and any of its affiliates, shall not be eligible to bid.

3.3 Any entity which has been declared as non-performing by NHAI / GoG / AMC or the firms those are

blacklisted/ debarred for specified period by AMC, Governement of Gujarat, Government of India or

any other entity controlled by it, would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register as per Notice Inviting Tender having in Road Works in PWD in Govt.

R&B / CPWD / AMC or equivalent register with any other state Govt. or institutions.

5.0 DISQUALIFICATION

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

disqualified if they have,

• Made misleading or false representations in the forms, statements, affidavits and attachments

submitted in proof of the qualification requirements; and/or

• Record of poor performance such as abandoning the works, not properly completing the contract,

inordinate delays in completion, litigation history, or financial failures etc. or debarring from AMC

• Tampered the bid document in any manner.

• Colluded with other prospective bidders for this work to arrive at quoted prices for the purpose of

restricting competition.

• Indulged in inducement of any official of AMC and/or their consulting engineer and other advisors

in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

• During validity of the proposal, or its extended period, if any, the bidder changes his commercial

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

• Commercial proposal is enclosed with the same envelope as technical proposal

• The envelope does not show on the outside the reference of bid and thus gets opened before

the due date of opening.

• The E.M.D. is not deposited in full and in the manner as specified in the clause of Earnest

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

• The tender is in a language other than English or dose not contains its English Translation in

case of other language adopted for tender preparation.

• The tender documents received are not duly signed by authorized person.

• The validity of tender is less than what is stated in the tender.

• Any of the page or pages of tender is/are removed or replaced.

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided

by the Employer.

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid. Employer

will in no case be responsible and liable for those costs.

The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine and familiarize

himself with the site of Works and its surroundings including source of earth, water, road aggregates

etc. and obtain all information that may be necessary for preparing the Bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at the Bidder's own

8.0 Bidders shall not have any dispute or claim for any kind of compensation in case of,

• If the quantity stipulated in the tender items varies or the scope of work changes and thereby total

amount of work increases / decreases up to any extent.

• If the works gets delayed / postponed for some administrative / technical decision whatsoever.

• If the items stipulated in the tender shall not be executed as per site condition/ requirements. No

claim shall be entertained for the same.

• No idle charges shall be paid to contractor for machinery and man power if remain idle and no claim

shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

9.1 The set of bidding documents comprises the documents listed below and addendum (if any) issued.

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

• The bidder is expected to examine carefully all instructions, conditions of contract, contract data,

forms, terms, technical specifications, forms, Annexes in the bid document. Failure to comply with the

requirements of bid documents shall be at the bidder’s own risk. Bids which are not substantially

responsive to the requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

10.1 Before the deadline for submission of bids, the Employer may modify the bidding documents by

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

10.2 Any addendum thus issued shall be part of the bidding documents and shall be placed on website

www.nprocure.com The prospective bidder shall refer to website to check any addendum before

hours of opening of bids. AMC will not give any advertisement for the same.

10.3 To give prospective bidders reasonable time in which to take an addendum into account in preparing

their bids, the Employer may, at his desecration, extend as necessary the deadline for submission of

10.4 Prospective bidders should attach the addendum made for the work & if fails to do so than also the

changes made through such addendum shall be applicable & bound to the bidder.

C PREPARATION OF BIDS

11.0 Language of the Bid

All documents relating to the bid shall be in the English language only.

12.0 Documents comprising bid

The e bid submitted by the bidder shall be in two separate parts.

• Technical Bid

• Financial Bid

To qualify for award of the contract, each bidder must submit the following documents along with

• Required Registration Certificate

• Other requested documents

• Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB)

Failure to submit these certificates/documents shall make the bid non-responsive.

Above original documents in physical form in two copies, one marked as “original” and other marked

as “Duplicate”, shall be submitted in a sealed envelope by 18:00 Hrs on the date of physical

submission of bid and addressed to the addressee given in the NIT duly super scribed “Name of Work,

Bid due date and time, Name and address of the bidder”

13.0 Bid Prices

• The contract shall be for the whole works as described in Bill of Quantity based on the percentage

rate in the Bill of Quantities submitted by the bidder..

• All duties, taxes, and other levies payable by the contractor under the contract, or for any other cause

shall be included in the rates, prices and total Bid Price submitted by the Bidder, except otherwise

stated in the Bid document. Employer will not compensate the bidder (contractor) for any change

in duties, taxes and other levies payable by the contractor under the contract and any other reasons.

• The percentage rate and bid price quoted by the bidder shall be fixed up to the completion of Work

and shall not be subject to adjustment on any account, except where expressly specified, otherwise,

in the contract.

14.0 Currencies of Bid and Payment

The currency of bid and payment shall be in Indian Rupees. All payments shall be made in Indian

15.0 Bid Validity

15.1 Bids shall remain valid for 120 days from last date of submission of tender. A bid valid for a shorter

period shall be rejected by the Employer as non-responsive.

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the Employer may request

that the bidders may extend the period of validity for a specified additional period. The request and

the bidders' responses shall be made in writing or by cable. A bidder may refuse the request without

forfeiting his bid security. A bidder agreeing to the request will not be required or permitted to

modify his bid, but will be required to extend the validity of his bid security for a period of the

16.0 Earnest Money / Bid Security

16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of IFB as part of his bid, in

the form of Demand Draft / pay order / Bank Guarantee in favour of Municipal Commissioner,

Ahmedabad valid for 120 days.

16.2 The issuing branch of the bank guarantee shall be of Ahmedabad City only

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the Employer as non-

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

16.4 Any bid having bid security for lesser value and shorter validity period shall be treated as non-

16.5 (a) The bid security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

(b) The bid security of the successful bidder, along with second and third lowest tenders, will be

returned when the successful bidder has furnished the required security deposit and signed

16.6 The Bid Security of the Successful Bidder will be discharged when the bidder has signed the

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

a) if the Bidder withdraws the Bid after Bid opening during the period of Bid validity;

b) in the case of a successful Bidder, if the Bidder fails within the specified time limit to

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

(iii) commence the work after signing the agreement within 15 days

16.8 No interest shall be paid by the owner on any tender guarantee. The issuing branch of the bank

guarantee shall be of Ahmedabad City only.

16.9 Bank Guarantee for Earnest Money Deposit should be executed on non-judicial Stamp papers of

requisite value in accordance with the stamp Act applicable to that particular state of Indian Union,

where executed.

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall clearly indicate in

(block letters) his name, designation, Power of Attorney No. / Signing Power No. etc.

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly signed/initialed by the

executing officers and the last page shall be signed in full, indicating the particulars as aforesaid under

the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

17.1 The bidder shall submit the Technical Bid only. The Bid shall be sealed in separate envelopes and the

three sealed envelopes shall be sealed in an outer envelope. The Bid envelopes shall be marked as

• Complete Tender Document with all necessary qualification related documents (in two copy)

Above two envelopes shall be kept in one envelope and it should be marked as “Technical Bid” and

sealed. This Outer envelope should mention the name of firm of bidder, his address, contact details &

name of the work.

17.2 The inner and outer envelopes

a) Shall be addressed to the Employer at the following address:

Assistant Manager- Central Zone,

3rd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

• If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility

for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

18.1 Complete Bids (including Technical bid and necessary documents) must be received by the Employer

at the address specified in bid information not later than the date indicated on the face sheet of the

document. In the event of the specified date for the submission of bids declared a holiday for the

Employer, the Bids will be received up to the appointed time on the next working day. The Bidder is

further required to submit Documents in Physical Form on or before the Bid Due Date and before the

time of submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

3rd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n) procure e-tendering

portal on account of delay in submission at bidder's end. Bidder shall ensure that they submit the bid

well before the "Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not

able to submit the bid on account of failure in network/internet connection or any other technical

18.3 The Employer may extend the deadline for submission of bids by issuing an amendment in

accordance with respective Clause, in which case all rights and obligations of the Employer and the

bidders previously subject to the original deadline will then be subject to the new deadline.

18.4 All bidders are requested to see the website of (n) procure for amendment / corrigendum if any.

18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be rejected and returned

unopened to the bidder.

Any Bid received by the Employer after the deadline prescribed in NIT will be returned unopened to

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

The Bidder whose Bid has been accepted will be notified of the award by the Employer prior to

expiration of the Bid validity period by writing, facsimile or e-mail confirmed by registered letter. This

letter (hereinafter and in the Conditions of Contract called the “Letter of Acceptance” will state the

sum that the Employer will pay the Contractor in consideration of the execution, completion, and

maintenance of the Works by the Contractor as prescribed by the Contract (hereinafter and in the

Contract called the “Contract Price”).

The notification of award will constitute the formation of the Contract, subject only to the furnishing

of a Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the Successful

Bidder. It will be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

21.1 The Employer and the successful bidder shall enter into a Contract Agreement within 28 days after

the successful bidder (hereinafter called the Contractor) receives the Letter of Acceptance, unless

they agree otherwise, subject to furnishing the security deposit before signing the Agreement with

21.2 Upon issue of ‘Letter of Acceptance’ to the successful Bidder, the Employer will promptly notify the

other Bidders that their Bids have been unsuccessful and release their Earnest Money Deposit / Bid

22.0 SECURITY DEPOSIT

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall deliver to the

Employer a security deposit in the form of Bank Guarantee for an amount equivalent to 3% of the

Contract Price valid for the period of valid till 90 days beyond Date of completion of work. The

Security Deposit shall be payable in 10 days (for tenders upto Rs.10.0 Lacs) or 15 days (for tenders of

Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest @ 4% per annum will be

charged by AMC.

22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the Employer, from

Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of these tender documents.

22.3 This security deposit shall be released only after the clearance of final bill including pre & post Audit.

22.3 Interest @ 4 % per annum shall be deducted from contractor in case of late submission of security

deposit or late renewal of bank guarantee for the number of days delayed for submission or

discontinuity of the bank guarantee.

22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be same verbatim as per

the format. Bank Guarantee shall be submitted on right value of stamp paper and for correct value of

22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause 22.1 shall constitute

sufficient grounds for cancellation of the award and forfeiture of the Bid Security.

22.6 In case of any contract amendment during execution of the contract enhancing value of the contract

the BG value shall be enhanced accordingly. Validity of BG shall be commercial terms and conditions

22.7 All compensation or other sums of money payable by the Contractor to the Employer under the terms

of this Contract or any other contract or on any other account whatsoever may be deducted from

Security Deposit. Also in the event of the Contractor's Security Deposit being reduced by reasons of

such deductions, as aforesaid, the Contractor shall, within 14 days of receipt of notice of demand

from the Engineer-in-Charge, make good the deficit in Security Deposit.

22.8 Should there arise any occasion under the Contract due to which the periods of validities of Bank

Guarantees as may have been furnished by the Contractor from time to time, are required to be

extended/renewed, the Contractor shall get the validity periods of such guarantees

extended/renewed, and furnish these to the Engineer-in- Charge one month before the expiry date of

the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees shall be

invoked by the Engineer – in – charge. Also in case of any deficit in securities on any account as might

occur or is noticed, the Contractor shall forthwith recoup/replace the same with acceptable Security

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per contract are

not completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor after

days of completion date / Final Bill paid date which ever is later. No interest on the amount of

Security Deposit shall be paid to the Contractor at the time of release of Security Deposit as stated

22.11 The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement at Employer’s

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall be final and

binding to the bidder.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

25.0 LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or arbitration resulting from

Contractors completed or under execution by him over last five years. If the details of Litigation

History are hidden by the Bidder and later on it comes to the knowledge of the Employer, the Bidder

shall be disqualified for the proposed work and other appropriate actions shall be taken against the

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

Year Name of Project (Rs.) litigation/arbitration Present Status

 The bidder shall furnish separate table for individual project.

 The above information shall be supported with necessary documents otherwise the same shall be

treat as null and void.

 A consistent history of arbitration awards? Judgments against the applicants or any partner of a joint

venture may result in disqualification for proposed work.

 If the details of litigation History is hidden by the applicant and later on it comes to knowledge of the

employer the bidder shall be disqualified for the proposed work and other appropriate actions shall

be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

1.1 If the Contractor fails to complete the works within the original or extended time limit, the Contractor

shall pay penalty of 10% of amount of actual remaining work. The amount of work for which the

scope of contractor is reduced shall not be considered for the calculation of Liquidated Damages.

1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date: 23/05/2017 and all

latest Circulars shall be applicable.

2.0 Retention Money

2 % amount of each Running Bill shall be deducted as a Retention Money. Such retention money shall

be released in the final bill of the said work. AMC reserves right to deduct any amount to compensate

the poor performance of the contractor i.e. poor quality or abandoned / incomplete work.

3.0 Subcontracting

3.1 Except where expressly specified in the Contract, the Contractor shall not subcontract any portion of

Work without the approval of the Employer’s Representative. Any subcontracting shall not relieve the

Contractor from any contractual obligations or responsibility under the Contract.

3.2 The Contractor shall not be required to obtain consent for a subcontract for which the name of the

subcontractor and scope of works activities to be performed by him is already stated in the contract

or supply of material or engagement of labour.

4.1 The Contractor shall employ the key personnel named in the Schedule of Key Personnel as referred to in

the Bid document to carry out the functions stated in the Schedule or other personnel approved by

the Engineer. The Engineer will approve any proposed replacement of key personnel only if their

qualifications, abilities, and relevant experience are substantially equal to or better than those of the

personnel listed in the Schedule.

4.2 If the Engineer asks the Contractor to remove a person, without assigning reasons thereof, for his

misconduct or inadequacy of technical skills and experience, who is a member of the Contractor’s

staff or his work force, the Contractor shall ensure that the person leaves the Site within seven days

and has no further connection with the work in the Contract.

4.3 No residential accommodation is allowed at the site of work. The labour huts shall not be erected on the

site of work and contractor shall make his own arrangements to provide such accommodations as per

the rules of the local bodies. He shall make his own arrangements for housing, stores, field office etc.

He shall submit a site layout plan indicating the location of various site facilities to be created by him

at his cost for the execution of work. The Owner shall in no way be responsible for any delay on this

account and no claim on this account whatsoever shall be entertained. All Basic amenities shall be

provided by the Contractor to Labours as per the prevailing labour Laws.

5.1 The Contractor shall have full regard throughout execution, completion and defects liability period to

following safety aspects and shall take all necessary steps to ensure that danger to safety is avoided

all the time in respect of,

Safety of the works

• Safety of the Contractor’s employees and all the persons directly or indirectly engaged by him

• Safety of all the employees including persons working on other contracts of Employer at the

same site of the Employer and Engineers employees engaged at work site.

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• Contractor’s plant and equipment

5.2 The Contractor shall provide and maintain at his costs all lights, guards, fencing, warning signs,

barricading, and cones; when and where necessary, or required by Engineer in Charge or by any duly

constituted authority for the protection of the works or for the safety and convenience of the public

5.3 The Contractor shall take all reasonable steps to protect the environment on and off the site and

avoid damage or nuisance to persons or property of the public and others arising as a consequence of

his method of operation.

5.4 The Contractor shall maintain in good condition all work throughout execution, completion, and

defects liability period. The contractor shall be responsible for and to make good all injuries, damages

and repairs, rendered necessary by fire, rain, traffic, floods or other causes.

5.5 All the scaffolding work, wherever required for the execution of work, shall be provided by the

contractor. Nothing extra shall be payable on this account. It shall be provided strictly with double

scaffolding system with all the accessories etc. with adjustable suitable working platforms to access

the areas, with ease for working and inspection. It shall be designed to take all incidental loads. It

should cater to the safety features for workmen. It shall be ensured that no damage is caused to any

structure due to scaffolding.

5.6 All temporary warning/ caution boards display shall be provided and displayed during day as well as

night time by the contractor, wherever required and as directed by the Engineer.

5.7 Arrangement of temporary water and electricity and telephone connection required, by him, shall be

made by the Contractor at his own cost and also necessary permissions directly from relevant Owners

shall be obtained by him under intimation to the Owner. Also all initial and running charges and

security deposit, if any in this regard shall be borne by him. The Contractor shall abide by all the rules/

bye laws applicable in this regard and he shall be solely responsible for any penalty on account of

violation of any of the rules and byelaws in this regard.

5.8 In any case if any fatal accident (major or minor) occurs due to poor safety precautions, the same

shall be completely contractor’s responsibility. All the losses due to such accidents and expenses of

legal matters shall be borne by contractor.

5.9 The Contractor shall be responsible for maintenance and watch and ward of the complete installation

and shall also be responsible for any pilferage, theft, damage, penalty etc. in this regard. The

Contractor shall indemnify the Owner against any claim arising out of pilferage / theft, damage,

penalty etc. whatsoever on this account.

5.10 The Contractor shall depute Site Engineer & skilled workers as required for the work. Necessary

protective and safety equipments shall be provided to them by the Contractor at his own cost and

6.0 Contractor to keep site clean:

During the execution of the work, the Contractor shall keep the site clean. All wreckage rubbish,

excess materials, temporary works no longer required will be removed from site immediately.

7.0 Clearance of site on completion:

The Contractor shall clear away and remove all Contractors equipment, surplus materials, rubbish,

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

a. The schedule-B shall contain Memorandum showing items for the construction, installation,

testing, and commissioning work to be done by the Contractor.

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

b. The quantities stated in the schedule B are estimated quantities. The Contractor shall be paid only

quantities calculated after taking measurements of executed work. The rate stated in the

schedule B for each item of work shall apply. The works shall be measured by the Contractor

jointly with the authorized representative of the Engineer and all particulars required by the

representative of the Engineer shall be supplied by the contractor.

c. The work shall be measured net. No allowance for general or local custom, working space etc. is

9.1 The Engineer in Charge shall have power to make any variation of form, quality or quantity of the

works or any part thereof that may, in his opinion, be necessary and for that purpose, or if for any

other reason it shall, in his opinion, be appropriate, he shall have the authority to instruct the

Contractor to do and the Contractor shall do any of the following:

 Increase or decrease the quantity of any work up to any extent included in the contract,

 Omit any such work,

 Change the character or quality or kind of any such work,

 Execute additional work of any kind necessary for the completion of the Works or

 Change any specified sequence or timing of construction of any part of work.

9.2 No such variation shall in any way vitiate or invalidate the contract, but the effects, if any, of all such

variations shall be valued in accordance with the following sub clauses. Provided that where the issue

of an instruction to vary the Works is necessitated by some default or breach of contract by

contractor or for which he is responsible, any additional cost attributable to such default shall be

borne by the Contractor.

9.3 The Contractor shall not make any such variation without an instruction of the Engineer. No

instruction is required for quantities varying from those provided for the items in the contract

10.1 The basis for the valuation of variations for addition to the Contract Price shall be as follows in the

same order of priority.

a) Variations in the quantities of work in schedule of quantities shall not vitiate the contract.

b) The contractor shall be bound to execute extra items of work as directed by the Engineer-in-

c) Contract unit rates for individual items shall apply to varied quantities where there is a quantity

d) The price variations on extra item will not be given.

e) In case of other non tender items following procedure shall apply.

10.2 If any extra item crops up during the progress of work the same shall be carried out by the Contractor

and he shall be paid at the rate fixed by Employer which shall be fixed as lowest of the rates derived

by rate analysis based on the following three methods. , the priority of the documents forming the

Contract shall be as follows:

(i) If the extra item is included in the S.O.R. of Road & Building Department, Year 2013-14, the rate

of extra item shall be that rate and premium (above or below) quoted by contractor.

(ii) Rate analysis based on prevailing Govt. of Gujarat’s SOR rates.

(iii) Rate analysis based on current market rates. This shall be based on

 The material costs, the labour costs, the cost of use of all plant, machinery and equipment,

the cost of all temporary and incidental works, the overheads and the Contractors profit.

 The overheads shall be taken at 5 % of the sum of material costs, the labour costs, the cost of

use of all plant, machinery, and equipment, the cost of all temporary and incidental works.

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be taken at

10 % of the final rate derived.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

10.4 In the event of disagreement, the Engineer in Charge shall fix such rates and prices as are, in his

opinion appropriate and shall notify the Contractor accordingly with a copy to the Employer.

10.5 The Engineer shall determine provisional rates and prices to enable on account payments to be

included in the Interim Payment Certificates, until rates and prices are agreed as final by the

Employer, the Contractor, and the Engineer.

10.6 The Contractor shall not be entitled to additional payment for costs, which could have been avoided

by giving early warning.

11.1 Payments shall be adjusted for deductions for advance payments, retention, other recoveries in terms

of the contract and taxes at source, as applicable under the law. The Employer shall pay the

Contractor the amounts certified by the Engineer.

11.2 If an amount certified is increased in a later date certificate due to corrections in previous certificates

or as a result of an award from disputes review experts, Contractor shall be paid such amount only.

The Contractor shall not be paid any interest upon such delayed payment.

11.3 Items of the work for which no rate or price has been entered in will not be paid for by the Employer

and shall be deemed covered by other rates and prices in the Contract.

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

12.1 The rates are inclusive of all the prevailing taxes and duties of the Central, State and Local Governing

bodies prevailing on the date of award of the contract. The Contractor will have to pay all such taxes

and duties for the performance of this Contract. The Employer will deduct from the Contractor’s

monthly and other payments all taxes and duties, which he is bound to recover in accordance with

the applicable law.

12.2 The Contractor shall keep himself fully informed of all acts and laws of the Central & State and local

Governing bodies, all orders, decrees of bodies, tribunals having any jurisdiction or authority which in

any manner affect those engaged or employed, and anything related to carrying out the work. All the

bye-laws lay down by AMC/AUDA and any other local bodies while executing the work shall be

adhered to. All taxes of local bodies shall be borne by the contractor. The Contractor shall arrange to

give all notices required by any authority and to pay to such authority all the fees that may have to be

paid for the material, plants, equipments etc. The Contractor shall also adhere to all traffic restrictions

notified by the local authorities. He shall protect and indemnify the Owner and its officials &

employees against any claim or liability arising out of violations of any such laws, ordinances, orders,

decree, whether by himself or by his employees or his authorized representatives. Nothing extra shall

be payable on these accounts.

13.0 Labour Welfare Cess

As per circular No. GHR/2005/04/CWA/2004/841/M-3 dt. 3/1/05 and G.R. No. CWA/2004-1831-M(3)

dt. 9/12/05 issued by G.O.G. (non-refundable) shall be deducted from every bills which shall be

deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

16.0 Cost of Repairs

Loss or damage to the Works or Materials to be incorporated in the Works between the Start Date

and the end of the Defects Correction periods shall be remedied by the Contractor at the Contractor's

cost if the loss or damage arises from the Contractor's acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

The Contractor shall request the Engineer to issue a Certificate of Completion of the Works and the

Engineer will do so upon deciding that the Work is completed.

18.0 Termination

18.1 The Employer shall be entitled to terminate the contract if the contractor:

(a) Fails to carry out any obligation under the contract.

(b) Without reasonable excuse fails –

1. To commence the works on site within the period stated in the Appendix to Bid after receipt

by him of a Notice to this effect from the Engineer/Employer after signing the agreement or

2. To proceed with the works, or any section thereof, within 28 days after received notice

3. Has failed to comply with a notice issued or an instruction issued within 28 days after having

4. Abandons the works or otherwise plainly demonstrates the intention not to continue

performance of his obligation under the contract.

5. Sub-contracts the works or assigns the contract without the specific prior written permission

of the engineer.

6. Has failed to furnish the required securities or extension thereof in terms of the contract.

7. Becomes bankrupt or insolvent, goes into liquidation, has a receiving or administration order

made against him, compounds with his creditors, or carries on business under receive, trustee

or manager for the benefit of his creditors, or if any act is done or event occurs which (under

applicable Laws) has a similar effect to any of these acts of event.

18.2 In any of these events or circumstances, the Employer may, upon giving 14 days notice to the

contractor, terminate the contract and expel the contractor from the site. However, in the case of

sub-paragraphs (h), the Employer may be notice terminate the contract immediately.

18.3 The Employer’s decision to terminate the contract shall not prejudice any other rights of the

Employer, under the contract or otherwise.

18.4 After termination, the Employer may complete the works and/or arrange for any other entities to do

so. The Employer and these entities may then use any goods, contractor’s documents and other

design documents made by or on behalf of the contractor.

18.5 The Employer or the Contractor may terminate the Contract if the other party causes a fundamental

breach of the Contract.

18.6 Fundamental breaches of Contract include, but shall not be limited to the following:

(a) the Contractor stops work for 14 days when no stoppage of work is shown on the current

Program and the stoppage has not been authorized by the Engineer;

(b) the Employer or the Contractor is made bankrupt or goes into liquidation other than for a

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

(d) the Engineer gives Notice that failure to correct a particular Defect is a fundamental breach of

Contract and the Contractor fails to correct it within a reasonable period of time determined by

(e) the Contractor does not maintain a security which is required;

(f) the Contractor has delayed the completion of works by the number of days for which the

maximum amount of liquidated damages becomes payable as defined in the Contract data;

(g) if the Contractor, in the judgment of the Employer has engaged in corrupt or fraudulent practices

in competing for or in the executing the Contract.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

(h) For the purpose of this paragraph: “corrupt practice” means the offering, giving, receiving or

soliciting of anything of value to influence the action of a public official in the procurement

process or in contract execution. “Fraudulent practice” means a misrepresentation of facts in

order to influence a procurement process or the execution of a contract to the detriment of the

Borrower, and includes collusive practice among Bidders (prior to or after bid submission)

designed to establish bid prices at artificial non-competitive levels and to deprive the Borrower of

the benefits of free and open competition.”

18.7 When either party to the Contract gives notice of a breach of contract to the Engineer for a cause

other than those listed above, the Engineer shall decide whether the breach is fundamental or not.

18.8 Notwithstanding the above, the Employer may terminate the Contract for convenience.

18.9 If the Contract is terminated the Contractor shall stop work immediately, make the Site safe and

secure and leave the Site as soon as reasonably possible and handover the site to the Employer

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

The contractor is to set out and level the works and will be responsible for the accuracy of the same.

He shall also be responsible for the correctness of the positions, levels, dimensions, and alignment of

all parts of the structures as per instructions given to him. If at any time any error shall appear during

the progress of any part of the work, the contractor shall at his own expense rectify such error if called

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

20.1 Whenever any claim Fifths payment of a sum to the Municipal Corporation arises out of or under this

Contract against the contractor the same may be deducted by the Municipal Corporation from any

sum then due or which at any time thereafter may become due to the contractor under this contract

and failing that under any other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves

the right to carry out post payment audit and technical examination of the final bill including all

supporting vouchers, abstracts, etc.

20.2 The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected notwithstanding the fact that the amount of the final bill may be included by the Contractor.

20.3 If as a result of such audit and technical examination any over payment is discovered in respect of any

work done by the Contractor or alleged to have been done by him under the contract, it shall be

recovered by the Municipal Corporation from the contractor by way of all the means prescribed above

or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him to

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

If the contractor, in the course of execution of work is called upon to dismantle any part for reasons

other than on account of bad or imperfect work, the materials obtained from dismantling will be the

property of the A.M.C. and will be disposed of as per instruction of Engineer-in-charge in the best

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

The disputes relating to this contract, so far as they relate to any of the following matters, whether

such disputes arise during the progress of the work or after the completion or abandonment thereof,

shall be referred an independent Arbitrator appointed by AMC as far possible in consultation with the

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

agency if it is necessary and such disputes shall be settled in accordance with the arbitration and

conciliation Act.

(i) The rates of payment under clause 5 for any tools, materials and stores, in or upon the works

of the site thereof or belonging to the contractor or procured by him and intended to be used

for execution of the work or any part thereof possession of which may have been taken by

the Engineer-in-charge under the said clause –5.

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the items of

works not accepted as completed fully in accordance with the sanctioned specifications.

(iii) The rate of part of payment for any class of work which is included in the additional or altered

work carried out by the contractor in accordance with the instructions of the Engineer-in-

charge under clause 14 and the rates for which is to be determined under the said clause

(iv) The rates of payment for materials already purchased or agreed to be purchased by the

contractor before receipt of notice given by the Engineer-in-charge under clause 15 and/or

amount of compensation payable to the contractor under the said clause for loss in respect of

such materials.

(v) The amount of compensation which the contractor shall be liable to pay under clause 17 in

the event of this failure to rectify, remove or reconstruct the work within the period specified

in the written intimation or the amount of expenses incurred by the Engineer-in-charge under

the said clause17 in rectifying, removing or re-executing the work or in removing and

replacing the materials or articles complained of.

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause 17 for the

inferior work or materials as accepted or made use of.

(vii) The amount of compensation payable by the contractor for damages as estimates and

assessed under clause

(viii) The amount payable to the contractor for the work carried out under clause 33 in accordance

with the instructions and the requirement of the Engineer-in-charge in case where there are

no specifications.

(ix) The awards declared by the arbitrator shall be speaking award giving reasons and calculations

to every item of claims. The decision will have to be implemented by all the concerned.

(x) In case of dispute leading to the contractor or Ahmedabad Municipal Corporation

approaching on Court of Law. It shall be within the jurisdiction where the site of work is

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause 5 to take

possession of all or any tools, plants, materials and stores in or upon the works of site thereof

belonging to the contractor or procured by him and intended to be used for the execution of the

work or any part thereof.

ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the contractor in any

work or from removing such materials to other places, during the period the work is stopped or

suspended in pursuance, of notice given to the contractor under clause

iii) Progress of the work or the carrying out the additional or altered work in accordance with the

provisions of clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by AMC. No

separate payment will be made to the contractor for this. . The contractor shall have to submit the

same in hard copy as well as soft copy as and when demanded by the AMC.

23.2 No photograph of the works or any part thereof or plant employed thereon, except those permitted

under clause 59.1, shall be taken, or permitted to be taken by the Contractor or by any of his

employees or any employees of his sub-Contractors without the prior approval of the Engineer in

writing. No photographs/ videography shall be published or otherwise circulated without the

approval of the Engineer in writing.

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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z:- xuLzh MJefthJw, hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog

ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK

«fthltu lwfNtle fu J¤<hltu nff œtJtuu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykdu &R NfNu

lrn. xuLzh bkswh &gtltu y&o ftb ytve œuJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK Cwjawf

leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu œhuf Ftltbtk sKtJuj Nçœtu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nçœtuubtk sKtJuj

hfb btLg htFJtbtk ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtflt Ftltbtk&e

hfbbtk Cwj sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkt

(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.

(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.

(10) y:- ftbltu «tud{um mbgbgtoœt bwsc fhJtltu hnuNu. yt mbgbgotœt 10 jtF mw^elt ftb btxu

yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg

<theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhBgtl ftble 3% juFu zevtuÍex Che fhthvºt

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ

dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu

c:- mûtb m•tt îtht Yt.10,00,000.00 (œm jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ

(LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu.

rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne

f:- bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk

sKtJuj «btKu bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt bn•tb 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

z:- yu.yth.me. xuLzhbtk bkswh &guj swœt swœt ykœts vifelt ftbtu Jfo ytuzoh b¤u&e NY fhJtlt hnuNu.

R;- yu.yth.me. xuLzhbtk ftb «btKu ykœts hfb bwsc mbgbgtoœt dKtNu.

(1) Yt. 1,00,000.00 &e 3,00,000.00 mw^elt ftbtu btxu 1 btm

(2) Yt. 3,00,000.00 &e 5,00,000.00 mw^elt ftbtu btxu 2 btm

Yt. 5,00,000.00 &e Wvhlt ftbtu btxu 3 btm

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk

bswhe, vtjF, ÃjtLx, œuFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb

Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu

ylu xtkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR œtJt ægtlbtk juJtNu lnek

ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe

ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnek.

<ublw xuLzh ChJt <&t <ubtk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt

vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu

sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ

J^thtu ytvJtbtk ytJNu lrnk.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

c:- ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.

<&t Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl

Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx

+ yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu

ce:- xuLzhbtk œNtoJuj ftb mkck^e œM<tJusbtk œNtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau œNotJuj

¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e œM<tJustu fhthlt

ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu fœ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk fœ, ytfth, ytkfzt fœta Ftuxt ntug <tu btvujt fœ, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe

yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt

ytJuj rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu

Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

(14) yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY

(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl

&Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl

bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.

vtujem Vrhgtœ &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtc>the

vK vtujem Vrhgtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu

<tu ftuLx[tfxh s vtujem Vrhgtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

sJtcœth hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. œhuf ftb fh<t bswhtultu rJbtu vK W<thujtu

(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt

hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.<&t atjw ftb

œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd

fhtJJt sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw vtjl fhJtlw hnuNu.

(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb

ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu

hnuNu. yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu

Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt

mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs

dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

(24) ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc

jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl

(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug

<uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth

J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

(26) atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[tfxhle hnuNu. subtk vevzt, œtuhzt Cgmwaf

ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu

<ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

(27) M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt

yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the

ftuLx[tfxhle hnuNu.

(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk œhhtus fhuj ftbdehe

<&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk

hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlehgh©elu hnuNu.

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj

MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu œhhtus J^thtltu

zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t

zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve juJtbtk

(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl

ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk

(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu VhSgt<

(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu jd<tk ftb

btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule

btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb m•ttle b¤uj bkswhe bwsc GST

rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu <&t juJtbtk ytJuj ctfe CtJtu J»to 2023-24 lt S.yum.xe

meJtRlt yth.yuLz ce zeJeÍllt hux su Bgw.ftuvtuohuNlbtk bkswh &guj <u bwsc juJtbtk ytJuj Au. su&e <btb cezomu <u bwsc dK<he fhe xuLzhtu

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs JF<tu JF< &lth mw^thtytu

vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

(36) mœh xuLzh yu.yth.me. «fthlwk Au ytvlu mtukvJtbt yuxju fu ytv îtht ChJtbtk ytJuj ftbdehe lt

sÚ&t bwsc mbg bgtoœt l¬e fhe yjd&e bkswh &guj ykœtsJtRs Jfoytuzoh ytvJtbtk ytJNu

ylu mbg bgtoœtbtk ftbdehe vqKo fhJtlwk awM< vKu vtjl fhJtlwk hnuNu.

(37) mœhnw ftbbtk Jtuzobtk sYhegt< bwsc ytuAtbtk ytuAe xuLzhle Nh< bwsc bkswh &lth xuLzh vife

yjd yjd ykœtsle bkswhe bu¤JJtbtk ytJ<e ntug, ytuAtbtk ytuAe yuf mt&u œm søgtyu

sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm <ubs

ltKtkfeg studJtRle vwh<t «btKbtk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo ytdtu<Y ytgtuslle

<igthe mt&u fbdehe fhJtle &tg Au.

yufhthlwk Vtubo

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le

bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf

vrhrM&r<le ò<-btne<e bu¤Je Au.

(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu

jd<t >M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb<

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

ftblwk ltb :- bægÍtul œhegtvwh Jtuzolt ftjwvwh <Útt Ntnvwh rJM<thbtk <&t yLg søgt yu vtKelt vtuÕgwNl ykk<do< vtKe

le jtRl buRLxuLm fhJt <&t lJe jtRl ltFJt lt ftb.(yu.yth.me.)

TECHNICAL SPECIFICATIONS:

ITEM NO. 1 Providing FoR Cost of Materials & supplying at Materials

(A) Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in Position complete upto floor two level (R

& B Building SOR 21-22 Item no. 5.4.11 I.code 05014C)

(B) P/F dead shuttering for slab, beam etc.

( C) Lead (AMC central Stroe i.code 18910001 rate as on dated 21.02.2023)

(D) Jute (Spun Yarn) (AMC central Store i.code 18940001 rate as on dated

(E) Nut Bolt (AMC central Store i.code 10550138 rate as on dated 21.02.2023)

(F) MS Plate (as per building SOR)

(G) MS pipe /piece

(H) MS Ring flange

(I) MS Blank flange

(J) Rubber Gasket

As per Instruction of Engg. Incharge

Providing & supplying For Welding Joints

(A) Hiring and operating the 20 KV 3 Phase Electric Generator for operating

desilting machinery and lighting and other requirements with Arranging diesel

to run the D.G. Set Do As Directed. 8 Hrs Shift.

(B) Rent of Welding machine per shift

(C) Rent for Grinder machine per shift

(D) Gas Cutting set per shift

(F) Oxygen bottle

(G) Rent of Tools & Other Charges

(H) Rent of Chain pulley block & Tripod

As per Instruction of Engg. Incharge

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

Providing For Masonry & RCC Work

(C) M-Seal 100 gm pack

(D)Cement bag (As per building SOR I.code M143)

(E) Grit- Aggregates (As per building SOR I.code M176)

(F) Kapachi Aggregates (As per building SOR I.code M178)

(G) Sand (As per building SOR I.code M209)

(H) Brick (As per building SOR I.code M166)

As per Instruction of Engg. Incharge

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A)Foundations, footings, Base of columns and Mass concrete

(Building SOR 21-22 I.No.5.8.2 I.Code 05024AA)

As per Instruction of Engg. Incharge

Measurement shall be paid by cmt basis.

Labour charges for repairing of lekage CI/Di pipe line for following

dia different places including necessary excavation manually or by

machinery removing mud dewatering cleaning of pipe and leakafe portion

and repairing by inserting lead wool jute tools required for inserting lead

wool hiring charges of excavators Hydra/crane j.c.b dewatering set fuel

operator cost of lead wool etc complete(including all material but excluding

cost of pipel) (GWSSB SOR 22-23 SECTION 1 G I.NO 2)

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

As per Instruction of Engg. Incharge

Measurement shall be paid by no basis.

Labour charges for repairing of lekage CI/Di pipe line for following

dia different places including necessary excavation manually or by

machinery removing mud dewatering cleaning of pipe and leakafe portion

and repairing by inserting lead wool jute tools required for inserting lead

wool hiring charges of excavators Hydra/crane j.c.b dewatering set fuel

operator cost of lead wool etc complete(including all material but excluding

As per Instruction of Engg. Incharge

Measurement shall be paid by no basis.

Providing, supplying and fixing check nut for sluice valve. C.I./M.S./G.M. or Brass.

Instruction of engg. In charge.

As per Instruction of Engg. Incharge

Measurement shall be paid by no basis.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

Labour charges for repiaing of Sluice valve / Reflux valve inlcuding materials,

labours and testing etc. Complete. (i) Replacing of S.S. Spindle only

(GWSSB SOR 22-23 I.no.12.A.3)

As per Instruction of Engg. Incharge

Measurement shall be paid by no basis.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium

grade) of the following nominal bore, tube fitting and clamps including making good

the wall ceiling and floor. (Building SOR 21-22 I.no. 23.2)

(A) 40 mm dia (I.code no. 23001EA)

(b) 25 mm dia (I.code no.23001CA)

(C) 20 mm dia (I.code no. 23001BA)

(D) 15 mm dia (I.code 23001AA)

(E) 50 mm dia (I.code no. 23001FA)

As per Instruction of Engg. Incharge

Measurement shall be paid by rmt basis.

Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of

following dia. including fittings of standard make as approved by Engineer -

in - charge. Pipe shall be fixed on the wall with the help of clamp at every

shall be concealed as directed including necessary Tee ,bend, any joint & any

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials (Building SOR 21-22 )

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

(A) 15 mm (I.code no. 23061)

(B)25 mm (I.code no. 23062)

( C) 32 mm (I.code no.23063)

(C) 40 mm (I.code no. 23064)

(D)50 mm (I.code no. 23065)

(E) 110mm (I.code no. 23067)

As per Instruction of Engg. Incharge

Measurement shall be paid by rmt basis.

Extra rate over item of excavation of earth for excavation of asphalt

pavement of thickness upto 0.20 meter including demolishing the

asphalt carpet, metal, soiling etc. comp. with stacking the material as

directed. (As per Road ARC tender 22-23)

(a) up to 0.20 meter thickness (By Manual)

(b) 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel & transportation etc complete.

(c) 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel & transportation etc complete.

As per Instruction of Engg. Incharge

Measurement shall be paid by smt basis.

Providing and Making hole for House connection on C.I./D.I. or M.S. with

labour cost. Instruction of engg. In charge (As per previous tender Rates)

(F) 2.0" dia on CI/DI Pipe up to300mm dia.

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

The jointing work shall confirm as to specifications mentioned for Item No. 1, 2 & 3. The excavation

for jointing work shall be done to the required width length and depth as directed by Engineer-in-

charge or his representative. The excavated materials from the gap shall have to be deposited within

a lead of 50mt. or as directed by Engineer-in-charge. The relevant specification fore excavation and

refilling shall conform to Item No. 1. above.

After completion of excavation work jointing shall be done between the periods of two water supply

time in such a way that it will not affect the water supply time in any part of city. This item includes the

work of cutting the existing lime labors for jointing of C.I. specials and valves with the existing line the

dewatering required etc. complete

All the necessary care shall be taken by the contractor during jointing work so that pipe shall not be

cracked beyond the cutting limit.

After completion of jointing work and testing of lead joints. The gap shall be refilled after obtaining

necessary permission of Engineer-in-charge of the work.

The jointing work shall be in line and level with other existing network.

The payment shall be in made on No basis for all the jointing work made for this work. The cost of C.I.

valves shall be measured and paid separately.

Mode of Measurement shall be paid by No. basis

As per Instruction of Engg. Incharge

Measurement shall be paid by no. basis.

Transporting from AMC store and laying spigot and socket New DI pipe line

DI-k-9 pipes of various classes with CI/DI/MS specials of following

diameters. Rate includes excavation up to minimum 1.0 mt. depth from top

of pipe / as per requirement in any soil, refilling after laying pipe,

covering and temptation of carting surplus earth up to 30 mt. lead

and watering and compaction. Clearing the site. All Joints shall be

made tight & leak free etc. comp. (As per previous tender Rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by rmt. basis.

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of

pipe & Specials from Inside, including excavation, refilling etc. comp. in

line & level with any type of joints as per instruction of engg. in charge (As

per previous tender Rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by rmt. basis.

Labours charges for collecting specials from Municipals store loading

transportation, unloading to the site, laying and fixing CI specials

inclusive of all jointing materials like lead, spun etc.and labour,

exacavation re-filling and nece. dewatering as per instrucation of engg.

incharge (As per previous tender

This Specification covers the requirements for collecting from Municipal Stores or contractor’s stack

yard transportation of cast to work sites laying jointing and field testing of cast iron pipes and fittings

for the water distribution Network.

APPLICABLE CODES :

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

Various operations such as transport to work sites lowering in trenches laying jointing and field

testing of cast iron pipes and fittings shall comply with all currently applicable standards. In all cases

the latest revision of the standards shall be referred to. If requirements of this specification conflict

with the requirements of the standards this specification shall grove.

(a) IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.

(b) IS: 782 Specification for caulking lead.

(c) IS: 1538 Specification for cast ion fittings for Pressure pipes

for water gas and sewage.

(d) IS: 3114 Code of practice for laying of cast-iron.

(e) IS: 3400 Methods of test for vulcanized rubber (Parts to 20)

(f) IS: 5382 Specification for rubber sealing ring for Gas mains water and sewers.

(g) IS: 6587 Specification for spun hemp yarn.

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the Municipal

Stores or contractor’s stack yard to the work sites at places along the alignment of pipeline as

directed by Owner /Engineer. The Contractor shall be responsible for the safety of pipes fitting and

vales with tail pieces in transit loading/unloading. Every care shall be exercised in handling pipes and

fittings to avoid damage. While unloading the pipes and fittings shall with

steadying ropes of by any other means. Padding shall be provided between coated pipes fittings and

skids to avoid damage to the coating Suitable gape between pipes should be lift at intervals in order

to permit access from one side to the other. In case of spigot socket pipes care should be taken

regarding orientations pipes while unloading. As far as possible pipes shall be ulna added

on one side of the stretch only. The pipes shall be checked for any visible damage (such as broken

edges cracking or spelling of pipe) while undo adding and shall be sorted out for reclamation any

pipe which shows sufficient damage to preclude it from being used shall be discarded shall be

prohibited. Necessary warning boards and lamps should be provided in front and side of pipes to

avoid any accident. Pipes should be stacked with sufficient packing to prevent rolling of the same.

Contractor will be fully responsible for any accident due to pipes or

other materials stacked on site of yard. Contractor will be fully responsible for any legal formalities

arising due to such accident and all legal charges there of shall be paid by contractor of will be

recovered from his running bill of the same or other AMC works.

Each stack of pipes shall contain only pipes of same class and size, with consignment or batch

number marked on it with particulars of supplies wherever possible storage shall be done on film

level and clan ground and wedges shall be provided at the bottom layer to keep the stack stable. The

stack shall be in pyramid shape or the laid lengthwise and crosswise in altimeter layers. The

pyramid stack shall be made for smaller diameter pipes for conserving space in storing them. The

height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail pieces shall be stacked

under cover and separated from pipes.

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

Rubber rings shall be stored in clean cool store away from windows boiler electrical equipment and

petrol oils or other chemicals Particularly in the field where the rubber nods are being used it is

desirable that they are left out on the ground in the sun or overmuch under heavy frost of snow

The Contractor shall visit the before tendering and get himself acquainted site condition and the

regulations regarding the laying of pipes in congested areas heavy traffics areas etc. The successful

bidder shall take the necessary permission and clearance of all the authorities like dip ardent of ads

traffic water supply and the drainage electricity broad telephone comp any etc. Wherever necessary.

Road reinstatement shall not be included in back filling unless specified.

To protect person from injury and to avoid damage to property adequate barricades construction

signs red lanterns and guards as required shall be placed and mainlined during the progress of the

construction work and unit it is safe for the traffics to use the roadways. The relevant Indian

standards and the rules and regulations of the local authorities in regarded to safety provisions shall

General lighting for works site, warning lights, sign boards, fencing etc. shall be provided by

contractor at his own cost. Suitable fencing shall be provided along the sides of trenches and pits.

The post of the fencing shall be of timber securely fixed in the ground not more then 3m.apart and

they shall be less than 75 mm in diameter of less than 1.2 m above the surface of the ground. There

shall be two rails. One near the top of the post and the other about 450 mm. Above the ground and

each shall be from 50 mm to 70 mm in diameter and sufficiently long to run from post to post which

they shall be bound with strong rope. The method of projecting rails beyond the posts and tying them

together where they meet will not be allowed on any account. All along the edges of the excavated

trenches a bank of earth about 1.2. m high shall be formed as required by the Owner/Engineer for

further protection. The above work shall not be paid for separately and the contractor shall take into

account the costs of such works and quote accordingly. Whole work shall done within 24 hrs. by

parts or whole work so that water supply from AMC shall not be disturbed.

The excavation in the foundation shall be carried out in true and level and shall have the width and

depth as required and as directed. The Contractor shall provide necessary slopes to a safe angle or

steps as required or directed at his own cost No extra payment shall be made for such precautionary

measures taken. The bottom of the excavated area shall be leveled both longitudinally and

transversely as directed by removing excess soil and watering as required. No

earth filling will be allowed for bringing it to level if by mistake or any other reason excavation is made

deeper or wider than as directed. The extra depth or width shall be made up with concrete of the

same proportion as specified for the foundation concrete at the cost of the contractor. The excavation

up to any required depth shall be carried out under this item as required and directed by engineer in

Excavation in trenches for service lines- Water supply and Drainage :

Excavation in trenches shall be carried out in any material encountered on the site to enable the

service lines to be laid to the lines and levels shown and as directed. Excavation shall be made with

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

adequate and stable side slopes or shoring strutting if necessary. The contractor shall provide all

measures to protect adjoining properties service limes etc. The contractor shall take

necessary action to keep excavation free from water.

Trenches shall be wide enough to provide sufficient space for joining and inspection. The trench bed

shall be trimmed and rammed with sprinkling of sand or murmur so that the pipes when laid to the

required levels and gradients shall be no the bottom fully supported along the entire length of the

pipe. The trench shall be deepened and widened locally to receive the sockets and to permit the joint

to be made and inspected.

Before excavation is started rails shall be erected at convenient places and at all changes of direction

and gradients at a definite and as far as practicable uniform height above the proposed invert level of

the pipes the center lime being clearly marked on each horizontal rail. The depth of excavation and

level of the pipe invert shall be checked by means of benching road of appropriate lengths.

Disposal of the Excavated Stuff :

The excavated stuff of the selected type shall be used for filling the trenches and plinth or leveling the

ground in layers including ramming and watering etc. complete. The Contractor shall remove the

balance of the excavated from the site of work to a place as directed within a lead upto 50mt and for

Filing of Trenches:

As soon as the work in foundation has been completed and measured the sides of foundation shall

be cleared of all dedans brick bats mortar dropping etc. and filled with earth in layers not exceeding

15 cm Each layer shall be adequately watered rammed well and consolidated before the succeeding

layer is laid. The earth shall be rammed with iron rammers where feasible and with the butt ends in

layer of crowbars where rammer cannot be used. The plinth shall be similarly filled with earth in

layers not exceeding 15 cm adequately watered and consolidated by ramming with iron or wooden

rammers. When filling reaches finished level the surface shall be flooded with water for at least

hours and allowed to dry and then rammed and consolidated. The finished level of filing shall be kept

to shape and gradient intended to receive any floor finish. The excavated stuff of the selected type

only shall be allowed to be used for filling the trenches and plinths. Under no circumstances black

cotton soil shall be used for filling the plinths.

FILLING MATERIALS:

Filling materials may be either excavated stuff of selected materials brought from outside.

Excavated stuff or selected earth to be used shall be cleared of all rubbish large size stones brick

bats etc. complete and big clods shall be broken down to a size of 50 mm or less. The selected soil

and or murmur or any other materials shall be got approved before filling.

Refilling shall be done in a systematic manner by the contractor before refilling starts, the contractor

shall got checked the trenches ready for refilling. The space between foundation masonry concrete

pipe line and the sides of excavation and/or bottom of found at ion shall be refilled to the original

surface or up to plinth level with earth or selected materials in layers of 15 cm to 20 cm each well

watered and rammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till the

final level is reached to form a thoroughly compacted base. Refilling on top of pipe shall be carried

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

out carefully with selected soft stuff out of the excavated stuff. The refilling shall be raised about

cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of during monsoon and

the same shall be refilled with stuff brought from the out side if necessary. The process of refilling

brunches in plinth watering ramming shall be carried out in such a way as not to danger to pipe line

for foundation footing plinth well etc. already laid or built up. If watering is not done by contractor with

its own arrange meant watering charges at 20% of this item rate shall be deducted from the bill

against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage shall not be

exposed to direct sunlight or any heat radiating appliance. The rings shall not be allowed to come in

contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes for

which they are to be used the manufacturer’s name or trademark and the month and the year of

manufacture. The rings shall comply with IS 5382 regarding their material finish tolerance in

dimension and physical requirement.

The rubber rings shall be such that they shall not show any signs of deterioration for any reason

during the contract period plus the defects liability period, Entire expenses associated with correcting

defects in this regard including replacement of rubber rings shall be fully borne by the contractor. In

jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the contractor shall take

into account the manufacturer’s recommendations as to the methods and equipment to be used in

assembling the joints. In particular the contractor shall ensure that the spigot end of the pipe to be

jointed is smooth and has been properly chamfered that the rubber ring as per IS 5382 is correctly

positioned in the socket and that the two pipes are accurately in line, before the joint is made. The

rubber rings and any recommended lubricant shall be obtained only through the pipe supplier or as

directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform quality clean

and free from foreign materials. It shall be of uniform softness capable of being easily caulked or

driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of good quality. It shall

conform to IS: 6587 Its quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Diameter Mm Spun Yarn Mass Kg

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun

yarn depending upon the site conditions.

The quantity of different diameters of C.L. pipes and fittings shall be as follows:

QUNTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/Joint kg Depth of lead

Pipe mm Joint mm

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/Joint kg Depth of lead

Pipe mm Joint mm

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that the molten

metal will not be chilled in being carried from the melting pot to the joint and shall be brought to a

proper temperature so that when stirred it will show a rapid change of color. Before pouring all scum

shall be removed.

Each joint shall be made with one continuous pour filling of the entire joint space with solid lead.

Spongy or imperfectly f illed joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe shall be

dammed with clay to from a pouring lip to provide for filling the joint flush with the face and to the top

of the socket. The jointed is done by first caulking in spun yam, then filling the remainder of the joint

space by running in molten lead, taking care that no dross enters the joint and then thoroughly

caulking the lead. The spun yam shall be used to center the spigot in the socket and to prevent the

flow of molten lead into the bore of the pipe. After the lead has been run into the joint the lead shall

be thoroughly caulked. Caulking of joints shall be done after a convenient length of the pipes has

been laid and leaded. The leading ring shall first be removed and any lead outside the socket shall

be removed with a flat chisel and then joint caulked removed with a flat chisel and then the joint

caulked around three times with caulking tools of

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

increasing thickness and hammer of 2 kg. Weight Lead run joints shall be preferably finished 3 mm

behind the socket face. The joints shall not be covered till the pipe line has been tested under

specified hydrostatic test pressure, though the rest of the pipe line should be covered up to prevent

expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers

not exceeding 20 cams. In depth consolidating each deposited layer by ramming and watering.

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to plinth level

or ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground :

The excavated trenches for foundation or ground over which filling is to be done shall be cleared off

all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

Mode of measurement for Item No. 1 Rmt. basis.

Mode of measurement for Item No. 2 to 5 No. basis.

Mode of measurement for Item No. 6 Kg. basis.

As per Instruction of Engg. Incharge

Measurement shall be paid by kg. basis.

Labour charges for installing and jointing Sluice Valves including loading,

transporting from owner's store, lowering in location to the required with

excavation refilling alignment by crane/ tripod and chain block including

cost of total nos. of nuts, bolts, Necessary gaskets and excluding fixing of

tail pieces with lead & jute etc complete as directed by Engg. in charge.

(As per previous tender Rates)

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

This Specification covers the requirements for collecting from Municipal Stores or contractor’s stack

yard transportation of cast to work sites laying jointing and field testing of cast iron pipes and fittings

for the water distribution Network.

APPLICABLE CODES :

Various operations such as transport to work sites lowering in trenches laying jointing and field

testing of cast iron pipes and fittings shall comply with all currently applicable standards. In all cases

the latest revision of the standards shall be referred to. If requirements of this specification conflict

with the requirements of the standards this specification shall grove.

(a) IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.

(b) IS: 782 Specification for caulking lead.

(c) IS: 1538 Specification for cast ion fittings for Pressure pipes

for water gas and sewage.

(d) IS: 3114 Code of practice for laying of cast-iron.

(e) IS: 3400 Methods of test for vulcanized rubber (Parts to 20)

(f) IS: 5382 Specification for rubber sealing ring for Gas mains water and sewers.

(g) IS: 6587 Specification for spun hemp yarn.

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the Municipal

Stores or contractor’s stack yard to the work sites at places along the alignment of pipeline as

directed by Owner /Engineer. The Contractor shall be responsible for the safety of pipes fitting and

vales with tail pieces in transit loading/unloading. Every care shall be exercised in handling pipes and

fittings to avoid damage. While unloading the pipes and fittings shall with

steadying ropes of by any other means. Padding shall be provided between coated pipes fittings and

skids to avoid damage to the coating Suitable gape between pipes should be lift at intervals in order

to permit access from one side to the other. In case of spigot socket pipes care should be taken

regarding orientations pipes while unloading. As far as possible pipes shall be ulna added

on one side of the stretch only. The pipes shall be checked for any visible damage (such as broken

edges cracking or spelling of pipe) while undo adding and shall be sorted out for reclamation any

pipe which shows sufficient damage to preclude it from being used shall be discarded shall be

prohibited. Necessary warning boards and lamps should be provided in front and side of pipes to

avoid any accident. Pipes should be stacked with sufficient packing to prevent rolling of the same.

Contractor will be fully responsible for any accident due to pipes or

other materials stacked on site of yard. Contractor will be fully responsible for any legal formalities

arising due to such accident and all legal charges there of shall be paid by contractor of will be

recovered from his running bill of the same or other AMC works.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

Each stack of pipes shall contain only pipes of same class and size, with consignment or batch

number marked on it with particulars of supplies wherever possible storage shall be done on film

level and clan ground and wedges shall be provided at the bottom layer to keep the stack stable. The

stack shall be in pyramid shape or the laid lengthwise and crosswise in altimeter layers. The

pyramid stack shall be made for smaller diameter pipes for conserving space in storing them. The

height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail pieces shall be stacked

under cover and separated from pipes.

Rubber rings shall be stored in clean cool store away from windows boiler electrical equipment and

petrol oils or other chemicals Particularly in the field where the rubber nods are being used it is

desirable that they are left out on the ground in the sun or overmuch under heavy frost of snow

The Contractor shall visit the before tendering and get himself acquainted site condition and the

regulations regarding the laying of pipes in congested areas heavy traffics areas etc. The successful

bidder shall take the necessary permission and clearance of all the authorities like dip ardent of ads

traffic water supply and the drainage electricity broad telephone comp any etc. Wherever necessary.

Road reinstatement shall not be included in back filling unless specified.

To protect person from injury and to avoid damage to property adequate barricades construction

signs red lanterns and guards as required shall be placed and mainlined during the progress of the

construction work and unit it is safe for the traffics to use the roadways. The relevant Indian

standards and the rules and regulations of the local authorities in regarded to safety provisions shall

General lighting for works site, warning lights, sign boards, fencing etc. shall be provided by

contractor at his own cost. Suitable fencing shall be provided along the sides of trenches and pits.

The post of the fencing shall be of timber securely fixed in the ground not more then 3m.apart and

they shall be less than 75 mm in diameter of less than 1.2 m above the surface of the ground. There

shall be two rails. One near the top of the post and the other about 450 mm. Above the ground and

each shall be from 50 mm to 70 mm in diameter and sufficiently long to run from post to post which

they shall be bound with strong rope. The method of projecting rails beyond the posts and tying them

together where they meet will not be allowed on any account. All along the edges of the excavated

trenches a bank of earth about 1.2. m high shall be formed as required by the Owner/Engineer for

further protection. The above work shall not be paid for separately and the contractor shall take into

account the costs of such works and quote accordingly. Whole work shall done within 24 hrs. by

parts or whole work so that water supply from AMC shall not be disturbed.

The excavation in the foundation shall be carried out in true and level and shall have the width and

depth as required and as directed. The Contractor shall provide necessary slopes to a safe angle or

steps as required or directed at his own cost No extra payment shall be made for such precautionary

measures taken. The bottom of the excavated area shall be leveled both longitudinally and

transversely as directed by removing excess soil and watering as required. No

earth filling will be allowed for bringing it to level if by mistake or any other reason excavation is made

deeper or wider than as directed. The extra depth or width shall be made up with concrete of the

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

same proportion as specified for the foundation concrete at the cost of the contractor. The excavation

up to any required depth shall be carried out under this item as required and directed by engineer in

Excavation in trenches for service lines- Water supply and Drainage :

Excavation in trenches shall be carried out in any material encountered on the site to enable the

service lines to be laid to the lines and levels shown and as directed. Excavation shall be made with

adequate and stable side slopes or shoring strutting if necessary. The contractor shall provide all

measures to protect adjoining properties service limes etc. The contractor shall take

necessary action to keep excavation free from water.

Trenches shall be wide enough to provide sufficient space for joining and inspection. The trench bed

shall be trimmed and rammed with sprinkling of sand or murmur so that the pipes when laid to the

required levels and gradients shall be no the bottom fully supported along the entire length of the

pipe. The trench shall be deepened and widened locally to receive the sockets and to permit the joint

to be made and inspected.

Before excavation is started rails shall be erected at convenient places and at all changes of direction

and gradients at a definite and as far as practicable uniform height above the proposed invert level of

the pipes the center lime being clearly marked on each horizontal rail. The depth of excavation and

level of the pipe invert shall be checked by means of benching road of appropriate lengths.

Disposal of the Excavated Stuff :

The excavated stuff of the selected type shall be used for filling the trenches and plinth or leveling the

ground in layers including ramming and watering etc. complete. The Contractor shall remove the

balance of the excavated from the site of work to a place as directed within a lead upto 50mt and for

Filing of Trenches:

As soon as the work in foundation has been completed and measured the sides of foundation shall

be cleared of all dedans brick bats mortar dropping etc. and filled with earth in layers not exceeding

15 cm Each layer shall be adequately watered rammed well and consolidated before the succeeding

layer is laid. The earth shall be rammed with iron rammers where feasible and with the butt ends in

layer of crowbars where rammer cannot be used. The plinth shall be similarly filled with earth in

layers not exceeding 15 cm adequately watered and consolidated by ramming with iron or wooden

rammers. When filling reaches finished level the surface shall be flooded with water for at least

hours and allowed to dry and then rammed and consolidated. The finished level of filing shall be kept

to shape and gradient intended to receive any floor finish. The excavated stuff of the selected type

only shall be allowed to be used for filling the trenches and plinths. Under no circumstances black

cotton soil shall be used for filling the plinths.

FILLING MATERIALS:

Filling materials may be either excavated stuff of selected materials brought from outside.

Excavated stuff or selected earth to be used shall be cleared of all rubbish large size stones brick

bats etc. complete and big clods shall be broken down to a size of 50 mm or less. The selected soil

and or murmur or any other materials shall be got approved before filling.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

Refilling shall be done in a systematic manner by the contractor before refilling starts, the contractor

shall got checked the trenches ready for refilling. The space between foundation masonry concrete

pipe line and the sides of excavation and/or bottom of found at ion shall be refilled to the original

surface or up to plinth level with earth or selected materials in layers of 15 cm to 20 cm each well

watered and rammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till the

final level is reached to form a thoroughly compacted base. Refilling on top of pipe shall be carried

out carefully with selected soft stuff out of the excavated stuff. The refilling shall be raised about

cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of during monsoon and

the same shall be refilled with stuff brought from the out side if necessary. The process of refilling

brunches in plinth watering ramming shall be carried out in such a way as not to danger to pipe line

for foundation footing plinth well etc. already laid or built up. If watering is not done by contractor with

its own arrange meant watering charges at 20% of this item rate shall be deducted from the bill

against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage shall not be

exposed to direct sunlight or any heat radiating appliance. The rings shall not be allowed to come in

contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes for

which they are to be used the manufacturer’s name or trademark and the month and the year of

manufacture. The rings shall comply with IS 5382 regarding their material finish tolerance in

dimension and physical requirement.

The rubber rings shall be such that they shall not show any signs of deterioration for any reason

during the contract period plus the defects liability period, Entire expenses associated with correcting

defects in this regard including replacement of rubber rings shall be fully borne by the contractor. In

jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the contractor shall take

into account the manufacturer’s recommendations as to the methods and equipment to be used in

assembling the joints. In particular the contractor shall ensure that the spigot end of the pipe to be

jointed is smooth and has been properly chamfered that the rubber ring as per IS 5382 is correctly

positioned in the socket and that the two pipes are accurately in line, before the joint is made. The

rubber rings and any recommended lubricant shall be obtained only through the pipe supplier or as

directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform quality clean

and free from foreign materials. It shall be of uniform softness capable of being easily caulked or

driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of good quality. It shall

conform to IS: 6587 Its quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Diameter Mm Spun Yarn Mass Kg

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun

yarn depending upon the site conditions.

The quantity of different diameters of C.L. pipes and fittings shall be as follows:

QUNTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/Joint kg Depth of lead

Pipe mm Joint mm

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/Joint kg Depth of lead

Pipe mm Joint mm

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that the molten

metal will not be chilled in being carried from the melting pot to the joint and shall be brought to a

proper temperature so that when stirred it will show a rapid change of color. Before pouring all scum

shall be removed.

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

Each joint shall be made with one continuous pour filling of the entire joint space with solid lead.

Spongy or imperfectly f illed joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe shall be

dammed with clay to from a pouring lip to provide for filling the joint flush with the face and to the top

of the socket. The jointed is done by first caulking in spun yam, then filling the remainder of the joint

space by running in molten lead, taking care that no dross enters the joint and then thoroughly

caulking the lead. The spun yam shall be used to center the spigot in the socket and to prevent the

flow of molten lead into the bore of the pipe. After the lead has been run into the joint the lead shall

be thoroughly caulked. Caulking of joints shall be done after a convenient length of the pipes has

been laid and leaded. The leading ring shall first be removed and any lead outside the socket shall

be removed with a flat chisel and then joint caulked removed with a flat chisel and then the joint

caulked around three times with caulking tools of

increasing thickness and hammer of 2 kg. Weight Lead run joints shall be preferably finished 3 mm

behind the socket face. The joints shall not be covered till the pipe line has been tested under

specified hydrostatic test pressure, though the rest of the pipe line should be covered up to prevent

expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers

not exceeding 20 cams. In depth consolidating each deposited layer by ramming and watering.

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to plinth level

or ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground :

The excavated trenches for foundation or ground over which filling is to be done shall be cleared off

all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

Mode of measurement for Item No. 1 Rmt. basis.

Mode of measurement for Item No. 2 to 5 No. basis.

Mode of measurement for Item No. 6 Kg. basis.

Cutting of existing pipelines of following diameters including carting of nece.

specials from AMC store to site and from site to AMC store (recovered materials)

nace. labours for excavation, jodan & backfilling fitter, supervisor, etc.

complete. Rate also includes electric cutter, dewatering pump fuel and

transportation of machineries, chain pulley block if requires working at an

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

instructed specific time of day or night etc. complete. (As per previous tender

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Supplying, labour for excavation of all types of soil at any depth including

excavation of asphalt pavement of any thickness, demolition of brick work in

CM of any proportion including stacking of serviceable materials and disposal of

unserviceable material etc. comp. as directed.

A) Mazdoor at day /night (As per min.wages circular of GOG)

B) Fitter at day / Night (As per min.wages circular of GOG)

C) Makadam/ supervision/Fitter at day / Night

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position including all

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

accessories, and fuel and labour etc. Complete (A) Pump set of Capacity

(GWSSB SOR 22-23 Section 2E-miscellaneous Item no. 1)

As per Instruction of Engg. Incharge

Measurement shall be paid by HP/Hr. basis.

Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as

per instruction of Engg. In Charge, rate includes all nece. Shifting, fuel and

operating charges and stacking of useful & non-useful materials separately up to

store. (As per previous tender Rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by Hr. basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work

on site by using Operator, fuel, power Supply etc. Complete as Directed. (As per

previous tender Rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by Hr. basis.

Excavation for trial pit for location of existing line including excavation of

any depth including refilling, watering etc. Comp (As per previous tender

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

Labour charges for doing washout of water pipe line at end including

necessary excavation of pit, allowing the water to flow for 15 minutes twice or

thrice as per site condition during supply hour, dewatering the pit and plugging

with existing wooden butch and refilling the pit .etc. comp .as per instruction (As

per previous tender Rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

P/S OF good quality of rubber rings for following dia meter. (As per previous

The rings shall comply with IS 5382 regarding their material finish, tolerance in dimension and

physical requirements. The rubber rings shall be stored in a cool dark, dry and dust free environment

. The storage location shall not be exposed to direct sunlight or any heat radiatingappliance.

The rings shall not be allowed to come in contact with any fuel s and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes for

which they are to be used, the manufacturer’s name or trademark and the month and the year of

Mode of measurement

Measurement shall be paid by No. basis

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

Supplying wooden taper butches from jungle wood (Like limda, ambo) Etc. comp.

(As per previous tender Rates)

A) 15 Mm dia. to 20 MM dia.

B) 25 Mm dia. to 37 MM dia.

D) 80 mm dia to 100 mm dia line

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Labour charges for repairing of sluice valve / reflux valve including

materials, labours and testing etc.,complete (B)Replacing of Glan packing

only (GWSSB SOR-22-23)

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Providing and laying (to level or slopes) and jointing with stiff mixture of Cement

Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of pipes

and joints complete

A. 100 mm (I.code 24001AA)

B. 150 mm (I.Code 24001BA)

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

As per Instruction of Engg. Incharge

Measurement shall be paid by Rmt. basis.

Fixing of valve Road box incl .locating valve, nece. excavation, tem also inclues

cartring form AMC store to site. Etc.Comp. as directed (As per previous ARC tender

As per Instruction of Engg. Incharge

Measurement shall be paid by nos. basis.

Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by tipper

to site, laying in uniform layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to achieve the desired density

as per Codal Provision. (RA Approved St.Com.Res No.189, Dt.19/05/2022)

Wet Mix Macadam :- This item is for Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including premixing the Material with water at OMC in

mechanical mix plant or at any convinent place and carriage of mixed Material by tipper / tractor or by

any other means to site, laying in uniform layers with paver / grader / tractor pavadi in sub- base /

base course on well prepared surface and compacting with vibratory / static roller to achieve the

desired density as directed by engineer in charge of work.

(A) Supply of WMM

(B) Laying of WMM

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

Driver (GWSSB SOR -22-23 Section 2E-Miscellenous Item no. 7)

Providing & Supplying tractor with four labour rate also including fuel,driver,all necessary tools within AMC

Limit as directed Engineer Incharge.

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S. angles at max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board outside to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement throughout the work

with necessary required arrangement. ..The same shall be removed after

completion of work. (Only for break down work from start to complete) (As

per previous ARC tender rates)

As per Instruction of Engg. Incharge

Measurement shall be paid by RMT basis.

Reinstatement of Asphalt road/any kind of paving/flooring using the same

material. (As per previous ARC tender rates)

The Mode of measurement and rate shall be given as per one square meter basis.

Dismantling the following including loading, unloading and disposal of unserviceable material for all lead

or as directed by Engineer-In-Charge and stacking the serviceable material and backfilling the resulting

trenches and pits complete.

Dismantling tiled or stone floors laid in mortar including stacking of serviceable material and disposal of

uservicalble material with all lead and lifts.

Demolishing work shall be carried out as per instructions given by the Engineer in charge. Demolishing of

stone slab pavement or any other type of paving, proportion of cement or lime, sorting out materials, carting them up to

lead of 60 mts. & Stacking the different materials separately as directed by the Engineer in charge of work. The work shall

be done carefully.

The Mode of measurement and rate shall be given as per one square meter basis.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Engineering Department - CENTRAL Zone

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Qty. Item Name Rate Unit Amt.

Providing FoR Cost of Materials & supplying at

Providing TMT Bar FE 500D reinforcement for 71.71 K.G

R.C.C. work including bending, binding and placing

A 5.00 in Position complete upto floor two level (R & B

Building SOR 21-22 Item no. 5.4.11 I.code 05014C)

B P/F dead shuttering for slab, beam etc. SMT

Lead (AMC central Stroe i.code 18910001 rate as 214.74 K.G

Jute (Spun Yarn) (AMC central Store i.code 76.10 K.G

D 30.00 18940001 rate as on dated 21.02.2023)

Nut Bolt (AMC central Store i.code 10550138 rate 43.67 K.G

E 5.00 as on dated 21.02.2023)

F 5.00 MS Plate (as per building SOR) 63.35 K.G

G 5.00 MS pipe /piece 75.00 K.G

H 5.00 MS Ring flange 125.00 K.G

I 5.00 MS Blank flange 98.21 K.G

J 5.00 Rubber Gasket 71.43 K.G

2 Providing & supplying For Welding Joints

Hiring and operating the 20 KV 3 Phase Electric 2500.00 SHIFT

Generator for operating desilting machinery and

A 1.00 lighting and other requirements with Arranging

diesel to run the D.G. Set Do As Directed. 8 Hrs

B 1.00 Rent of Welding machine per shift 893.00 SHIFT

C 1.00 Rent for Grinder machine per shift 304.00 SHIFT

D 1.00 Gas Cutting set per shift 513.00 SHIFT

E 1.00 LPG bottle 1205.00 NO

F 1.00 Oxygen bottle 246.00 NO

G 1.00 Rent of Tools & Other Charges 446.00 SHIFT

H 1.00 Rent of Chain pulley block & Tripod 446.00 SHIFT

3 1.00 Providing For Masonry & RCC Work

C 10.00 M-Seal 100 gm pack 26.79 NO

D 10.00 Cement bag (As per building SOR I.code M143) 323.00 BAG

E 5.00 Grit- Aggregates (As per building SOR I.code M176) 330.00 CMT

Kapachi Aggregates (As per building SOR I.code 413.00 CMT

G 5.00 Sand (As per building SOR I.code M209) 179.00 CMT

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

H Brick (As per building SOR I.code M166) 3.57 NO

Providing and laying controlled cement concrete 3874.20 Cmt

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

4 2.00 concrete work in (A)Foundations, footings, Base of

columns and Mass concrete (Building SOR 21-22

I.No.5.8.2 I.Code 05024AA)

Labour charges for repairing of lekage CI/DI pipe

line of following diameter at different places

incluyding necessary excavation manually or by

machinery, removing of mud, dewatering,

cleaning of pipe, cutting of pipe, Jointing &

repairing using CID joints including CID joints,

5 rubber rings, nut bolts, hiring excavator, Hydra/

Crane, dewatering machine, fuel, operator etc

complete ( including cost of jointing material

but excluding cost of pipe) (GWSSB SOR 22-23

SECTION 1 G I.NO.3)

Labour charges for repairing of lekage CI/Di

pipe line for following dia different places

including necessary excavation manually or by

machinery removing mud dewatering cleaning of

pipe and leakafe portion and repairing by inserting

lead wool jute tools required for inserting lead

6 wool hiring charges of excavators Hydra/crane

j.c.b dewatering set fuel operator cost of lead wool

etc complete(including all material but excluding

cost of pipel) (GWSSB SOR 22-23 SECTION 1 G I.NO

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

Providing, supplying and fixing check nut for sluice

7 valve. C.I./M.S./G.M. or Brass. Instruction of engg.

Labour charges for repiaing of Sluice valve /

Reflux valve inlcuding materials, labours and

8 testing etc. Complete. (i) Replacing of S.S.

Spindle only (GWSSB SOR 22-23 I.no.12.A.3)

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of the

9 following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor.

(Building SOR 21-22 I.no. 23.2)

a 1.00 40 mm dia (I.code no. 23001EA) 436.80 RMT

b 1.00 25 mm dia (I.code no.23001CA) 283.50 RMT

c 1.00 20 mm dia (I.code no. 23001BA) 205.80 RMT

d 1.00 15 mm dia (I.code 23001AA) 162.75 RMT

e 1.00 50 mm dia (I.code no. 23001FA) 569.10 RMT

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

Providing, laying and jointing in true line and level

U.P.V.C pipe (SCH - 40) of following dia. including

fittings of standard make as approved by Engineer

- in - charge. Pipe shall be fixed on the wall with

the help of clamp at every shall be concealed

10 as directed including necessary Tee ,bend, any joint

& any fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials (Building SOR 21-

A 50.00 15 mm (I.code no. 23061) 84.87 RMT

B 10.00 25 mm (I.code no. 23062) 107.29 RMT

C 5.00 32 mm (I.code no.23063) 139.20 RMT

D 5.00 40 mm (I.code no. 23064) 173.03 RMT

E 5.00 50 mm (I.code no. 23065) 228.61 RMT

F 5.00 110mm (I.code no. 23067) 551.25 RMT

G 5.00 160 mm (I.code no. 23066) 927.65 RMT

Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness

upto 0.20 meter including demolishing the

11 asphalt carpet, metal, soiling etc. comp. with

stacking the material as directed. (As per Road ARC

a 50.00 up to 0.20 meter thickness (By Manual) 71.10 SMT

0.20 to 0.30 meter (By any type of Breaker 177.76 SMT

Machine or R.C.C.Cutter machine including

b 50.00 cost of operator, fuel & transportation etc

0.30 meter & above (By any type of Breaker 311.08 SMT

c 25.00 Machine or R.C.C.Cutter machine including cost of

operator, fuel & transportation etc complete.

Providing and Making hole for House connection

12 on C.I./D.I. or M.S. with labour cost. Instruction

of engg. In charge (As per previous tender Rates)

F 1.00 2.0" dia on CI/DI Pipe up to300mm dia. 2679.00 NO

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Transporting from AMC store and laying spigot and

socket New DI pipe line DI-k-9 pipes of various

classes with CI/DI/MS specials of following

diameters. Rate includes excavation up to

minimum 1.0 mt. depth from top of pipe / as per

requirement in any soil, refilling after laying

13 pipe, covering and temptation of carting surplus

earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joints shall be

made tight & leak free etc. comp. (As per previous

Removing & relaying of existing CI/DI pipe line

& Specials, Cleaning of pipe & Specials from

Inside, including excavation, refilling etc. comp.

14 in line & level with any type of joints as per

instruction of engg. in charge (As per previous

Labours charges for collecting specials from 21.00 K.G

Municipals store loading , transportation,

unloading to the site, laying and fixing CI

specials inclusive of all jointing materials like

15 800.00 lead, spun etc.and labour, exacavation re-filling

and nece. dewatering as per instrucation of

engg. incharge (As per previous tender

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

Labour charges for installing and jointing Sluice

Valves including loading, transporting from

owner's store, lowering in location to the required

with excavation refilling alignment by crane/

tripod and chain block including cost of total

nos. of nuts, bolts, Necessary gaskets and

excluding fixing of tail pieces with lead & jute etc

complete as directed by Engg. in charge. (As

per previous tender Rates)

Cutting of existing pipelines of following

diameters including carting of nece. specials from

AMC store to site and from site to AMC store

(recovered materials) nace. labours for

excavation, jodan & backfilling fitter, supervisor,

etc. complete. Rate also includes electric cutter,

17 dewatering pump fuel and transportation of

machineries, chain pulley block if requires

working at an instructed specific time of day or

night etc. complete. (As per previous tender

Supplying, labour for excavation of all types of soil

at any depth including excavation of asphalt

pavement of any thickness, demolition of brick

18 work in CM of any proportion including stacking

of serviceable materials and disposal of

unserviceable material etc. comp. as directed.

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

Mazdoor at day /night (As per min.wages circular 363.30 NO

A 30.00 of GOG)

Fitter at day / Night (As per min.wages circular of 380.30 NO

C 10.00 Makadam/ supervision/Fitter at day / Night 379.46 NO

Dewatering by pumping set of required 18.32 HP/Hr.

capacity including temporary platform carting

pumping at site and fixing the same in position

19 20.00 including all accessories, and fuel and labour

etc. Complete (A) Pump set of Capacity

(GWSSB SOR 22-23 Section 2E-miscellaneous

Providing & Supplying JCB Machine on rental 600.00 Hour

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of Engg. In Charge, rate

20 20.00 includes all nece. Shifting, fuel and operating

charges and stacking of useful & non-useful

materials separately up to store. (As per previous

Supplying Pneumatic Breaker Machine for RCC Slab 600.00 Shift

or Asphalt Demolishing Work on site by using

21 50.00 Operator, fuel, power Supply etc. Complete as

Directed. (As per previous tender Rates)

Excavation for trial pit for location of existing 290.00 NO

line including excavation of any depth including

22 80.00 refilling, watering etc. Comp (As per previous

Labour charges for doing washout of water 670.00 NO

pipe line at end including necessary excavation of

pit, allowing the water to flow for 15 minutes twice

or thrice as per site condition during supply hour,

23 40.00 dewatering the pit and plugging with existing

wooden butch and refilling the pit .etc. comp .as

per instruction (As per previous tender Rates)

P/S OF good quality of rubber rings for following

24 dia meter. (As per previous tender Rates)

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

Supplying wooden taper butches from jungle wood

25 (Like limda, ambo) Etc. comp. (As per previous

A 18.00 15 Mm dia. to 20 MM dia. 13.00 NO

B 18.00 25 Mm dia. to 37 MM dia. 18.00 NO

C 9.00 50 Mm dia. 89.00 NO

D 30.00 80 mm dia to 100 mm dia line 313.00 NO

Labour charges for repairing of sluice valve

/ reflux valve including materials, labours and

26 testing etc.,complete (B)Replacing of Glan

packing only (GWSSB SOR-22-23)

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion

27 1:1 Salt glazed stoneware pipes including testing of

pipes and joints complete.(R &B building SOR -21-

22 Item no. 24.1)

A 18.00 100 mm (I.code 24001AA) 140.70 RMT

B 30.00 150 mm (I.Code 24001BA) 192.15 RMT

Fixing of valve Road box incl .locating valve, nece. 446.00 NO

excavation, tem also inclues cartring form AMC

28 1.00 store to site. Etc.Comp. as directed (As per previous

ARC tender rates)

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

Providing, laying, spreading and compacting

graded stone aggregate to wet mix

macadam specification including premixing the

Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to

29 site, laying in uniform layers in sub- base / base

course on well prepared surface and compacting

with vibratory roller to achieve the desired

density as per Codal Provision. (RA Approved

St.Com.Res No.189, Dt.19/05/2022)

A 18.00 PRODUCTION & SUPPLY OF WMM 1708.13 CMT

B 18.00 LAYING OF WMM 31.25 CMT

Hiring of Tractor with trolley considering 8 Hrs. As 2104.09 DAY

30 1.00 working Day hours inclu. Driver (GWSSB SOR

-22-23 Section 2E-Miscellenous Item no. 7)

Barricading the entire break down or excavated

area on rental basis using wooden ballies / M.S.

angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion &

movement including cautionary board etc. Item

31 30.00 also includes for making temporary sufficient nos 80.00 RMT

of lighting arrangement throughout the work with

necessary required arrangement. ..The same shall

be removed after completion of work. (Only for

break down work from start to complete) (As per

previous ARC tender rates)

Reinstatement of Asphalt road/any kind of 103.57 Smt

32 30.00 paving/flooring using the same material. (As per

previous ARC tender rates)

Dismantling the following including loading,

unloading and disposal of unserviceable material for

33 all lead or as directed by Engineer-In-Charge and

stacking the serviceable material and backfilling the

resulting trenches and pits complete.

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead and

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 65 of