Lekage of New Water pipeline at Vandematram area and Diff Area leakages work of D.I line M.S line at Chandlodiya area in NWZ

Name of work: Lekage of New Water pipeline at Vandematram area and Diff Area leakages work of

D.I line M.S line at Chandlodiya area in NWZ

(1) Download : From web site :www.amc.nprocure.com

(2) Last date of online Tender Submission : Date:-08/06/2026 Upto 18.00 hours

(3) Date of Submission of Tender Fees, EMD : Date: 09/06/2026 upto 17.00 hrs.

& Other documents in hard copy

(4) Date of e-Tender (Technical Bid) : Date:-10/06/2026 at 12.00 hours

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.

Lekage of New Water pipeline at Vandematram area and

Diff Area leakages work of D.I line M.S line at Chandlodiya

2 Estimated Tender Amount Rs.

3 Tender fee Rs.900/-

(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-2” class having in Road Works in PWD in Govt. R&B /

CPWD / AMC or equivalent register with any other state Govt. or

7 Earnest Money Deposit Rs.10,000.00 (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- North West Zone - 1st Floor

“Rajmata vijyaraje Sindhiya bhavan”, Nr. Atithi Hotel, Bodakdev,

Ahmedabad-380054. 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.

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 perform 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 without 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 Add City Engineer

Date: Ahmedabad Municipal Corporation

(On contractor’s Letter Head)

TENDER DECLARATION FORM

Add City Engineer

North West Zone,

Ahmedabad Municipal Corporation,

Name of Work:- Lekage of New Water pipeline at Vandematram area and Diff Area leakages work of D.I

line M.S line at Chandlodiya area in NWZ

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

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

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 tender.

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

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.

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

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 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 tender.

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 “E-1” class 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

• 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 work etc.

• 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

• 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 terms.

• 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

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

• 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 expense.

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

• 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.

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 24 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 bids.

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 bid:

• Required Registration Certificate

• Other requested documents

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

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 Rupees.

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.

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 extension.

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.

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

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

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

(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 the agreement.

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 follows:-

• 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- North West Zone,

1st Floor “Rajmata vijyaraje Sindhiya bhavan”, Nr. Atithi Hotel, Bodakdev, Ahmedabad-380054.

c) Bear the following identification:

Indicate the name and address of the bidder.

• 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- North West Zone,

1st Floor “Rajmata vijyaraje Sindhiya bhavan”, Nr. Atithi Hotel, Bodakdev, Ahmedabad-380054.

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 reason.

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

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

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 the Employer.

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 Security.

22.0 SECURITY DEPOSIT

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 5% 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 15 days 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 contract.

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 of the tender.

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 Deposit.

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 45 days of

completion date / Final Bill. No interest on the amount of Security Deposit shall be paid to the Contractor at the

time of release of Security Deposit as stated above.

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

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

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 bidder.

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

 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 Add City Engineer

Date: 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

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 for the works

• 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.

• 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 or other.

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 used at site.

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.

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

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

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

 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 schedule B.

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

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-charge.

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

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.

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

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

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

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. 1 % cess tax (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.

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 received.

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

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

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

(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 the Engineer;

(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.

(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 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

(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 situated.

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.

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS

Name of work:- Lekages of Water pipeline at Vandemataram and Diff Area leakages work of D.I line M.S

line at Chandlodiya area in NWZ SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building Specifications.

For materials relevant specification of Building Specification shall apply.

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 21.02.2023)

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

The rate shall be paid on SMT & K.G basis.

Item No.2 :- 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.

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

3 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)

The rate shall be paid on SHIFT, NO , BAGS & CMT basis.

Item No.3 :- 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)

The rate shall be paid on CMT basis.

Item No.4 :- 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, 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)

The rate shall be paid on NO basis.

Item No.5 :- 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)

This Item Rate 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.The decision of the Addl. C.E. shall be final and binding to the

Mode of Measurement shall be paid by basis.

Item No.6 :- Providing, supplying and fixing check nut for sluice valve. C.I./M.S./G.M. or Brass. Instruction of engg.

This Item Rate is Providing, supplying and f ixing check nut f or sluice va lve. C.I./ M.S./G.M. or

Brass. Instruct ion of eng g. In charge The decision of the Addl. C.E. shall be final and binding to the

Mode of Measurement shall be paid by no basis

Item No.7 :- 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)

This Item Rate is Providing, supplying and f ixing spindle f or Slu ice valve. C.I./ M.S./ G .M. or

Brass instruct ion of eng. In charg e The decision of the Addl. C.E. shall be final and binding to the

Mode of Measurement shall be paid by no basis

Item No.8 :- 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

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

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

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

15 mm dia (I.code 23001AA)

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

Mode of Measurement shall be paid by Rmt. Basis

Item No.9 :- 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 )

15 mm (I.code no. 23061)

25 mm (I.code no. 23062)

32 mm (I.code no.23063)

40 mm (I.code no. 23064)

50 mm (I.code no. 23065)

110mm (I.code no. 23067)

160 mm (I.code no. 23066)

This Item Rate is Providing, laying and jo int ing in true line and level U.P.V.C pipe (SCH - 40)

of f ollowing dia. in cluding f itting s of standard make as approved b y E ngineer - in - charge.

Pipe sha ll be f ixed o n the wall with the help of clamp at ever y shall be concealed as

directe d inc lud ing necessar y Tee ,be nd, a ny joint & any f itting s etc. including testing of pipe

and joints and f ixing the same with adhesive solvent, including cost of all mater ials etc.The

decision of the Addl. C.E. shall be final and binding to the contractor.

Mode of Measurement shall be paid by rmt basis

Item No.10 :- 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)

up to 0.20 meter thickness (By Manual)

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.

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

including cost of operator, fuel & transportation etc complete.

Mode of Measurement shall be paid by Smt basis

Item No.11 :- 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.

This Item Rate is Providing and Making hole f or House connection on C.I./D.I. or M.S. with

labour cost. Instruct ion of engg. In charge. In charg e etc.comp..The decision of the Addl. C.E.

shall be final and binding to the contractor.

Mode of Measurement shall be paid by no basis

Item No.12 :- 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)

Mode of Measurement shall be paid by Rmt basis

FILLING MAT ERI AL S:

Filling materials may be eith er e xca vated stuff of selecte d materials brought f rom

Excavated stuf f or sele cted earth to be u sed shall be cle ared of all rubbish large s ize

stones brick bats etc . complete and big clods shall be br oken down to a size of 50 mm or

The select ed so il and or murmur or any ot her materials shall be g ot appro ve d bef ore

Ref illing shall be done in a systemat ic manner by th e contractor bef ore ref illing starts,

the contractor sha ll got checked the trenches rea dy f or ref illing.

The space bet wee n foundation mason ary concrete p ipe line and the sides of excavation

and/or bottom of f ound at io n shall be ref ille d to the or iginal surf ace or up to plinth leve l

with e arth or se lecte d materials in layers of 15 cm to 20 cm each we ll watered an d

Each layer shall be watered and compacted wit h heavy rammer bef ore the upper layer is

la id till the f inal leve l is reached to f orm a thoroughly compacted base.

Ref illing on top of pipe shall be carr ied out caref ully with selected sof t stuff out of the

excavat ed stuf f. The ref illing shall b e raised about 5 cams. For subseq uent settle ments.

The contractor shall be responsible f or any settlement during passage of time of during

monsoon and the same shall be ref illed with stuf f broug ht f rom the out side if necessar y.

The process of ref illing brunches in p linth watering ramming shall be carried out in such

a way as not to dang er to pipe line f or f oundat ion f ooting p linth well etc. a lread y laid or

If water ing is not done by contractor with its own arrange meant watering charg es at

20% of this item rate shall be deducted f rom the bill against t his item.

The rubber ring shall be stored in a cool dark dry and dust f ree en vironment The s torag e

shall n ot be exposed to direct su nlight or any heat radiating applia nce. The rings s hall

not be allowed to come in cont act with any f uels and sha ll be stored f ree of tension.

Rubber ring s shall be clearly labeled in bundles to indicat e the typ e of ring. The size of

pipes f or which th ey are to be used the m anuf acturer’s n ame or trademark and the month

and the year of manuf acture.

The rings shall comply with IS 5382 regarding their material f inish tolerance in dim ension

and physica l requirement.

The rubber rings sh all be such that they shall not sho w an y signs of deterioration for any

reason d uring the contract period plus the def ects liabilit y period, E ntire e xpenses

associated with corr ecting def ects in t his regard including replacement of rubber rings

shall b e f ully b orne by the contra ctor.

In jointing cast iron spig ot and socket pipes an d f itting with t ycoon f lexible jo int s the

contractor sh all tak e into account the manuf acturer’s recommendat ion s as t o the

methods and equipm ent to be used in assembling the joints. I n particular the contr actor

shall e nsure that t he spigot end of the pipe to be jointed is smooth and has been

proper ly chamf ered that the rubber ring a s per IS 538 2 is correctly posit io ned in th e

sock et and that the t wo pipes are accurat ely in line, bef ore the joint is maed. The rubber

ring s and a ny recom mended lubr icant sh all be obtained only through the pipe su pplier or

as dire cted by the Eng ineer.

LE AD C AULKI NG JO INTS

The jointing shall be done with mo lten le ad and spun yam. Pin lead shall be of un if orm

qualit y c lean an d f ree f rom f oreign materials. It sha ll be of unif orm sof tness capable of

being easily caulk ed or driven. It shall conf orm to IS: 782 Spun yarn sha ll be of clean

hemp and of good qualit y. It shall conf orm to IS: 6587 Its q uantit y shall be as f ollo ws.

Quantit ies of spun Yarn f or Diff erent Sizes of Pipes

(Materials for singl e joint s Lead & Spun)

Note:Under special circumstances the Engineer-in-charge may deci de the qu antities

of spun yarn d epen ding upon the site conditions.

The quantity of different diameter s of C.L. pipes and fittings shall be as foll ow s:

QUNTI TIES OF LE AD & SPUN Y ARN FO R DIFFERENT SIZES OF PIPES

Nominal Internal Spun Yarn Mass Lead Depth of lea d

Diameter MM Kg Kg Joint mm lead

Note: The quantities of lead gi ve n are provis ional and a

variation of 20 perc ent is permissible either w ay.

Lead s ha ll be heat ed in a melt ing pot kept in easy reach of the joint to be poured so that

the molten meta l will not be ch ille d in being carried f rom the melting pot to the joint and

shall b e broug ht to a proper temperature so that when stirred it will sh ow a ra pid chang e of

color. Bef ore pouring all scum shall be r emoved. Each jo int shall be made with o ne

continuo us pour f illin g of the entire joint space with solid lead. Spong y or imp erf ectly f illed

joints sh all be bunt o ut and repaired.

T he joint runner shall f it snug ly ag ain st the f ace of the socket and the out side of the pipe

shall b e dammed wit h clay to f rom a pouring lip to provide f or f illing the joint f lush with th e

f ace and to the top of the socket.

T he jointed is done by f irst caulking in spun yam, then f illing the remain der of the joint

space b y r unning in molten lead, taking care that no dross ent ers the joint a nd then

thoroughly caulk ing the le ad. The spun ya m shall be used to center the spig ot in the socket

and to prevent the f low of molten lead int o the bore of the pipe.

Af ter the lead has been run into the joint the lead shall b e thor oug hly ca ulked. Caulking of

joints sh all be done af ter a convenient le ngth of the pipes has been laid and leaded. The

leading ring shall f irst be remo ved and any lead outsid e the socket shall be removed with a

f lat chise l an d then joint ca ulked remove d with a f lat chisel and then t he joint caulk ed

around thr ee times with caulking tools of increasing thickness and hammer of 2 kg. W eight

Lead run joints shall be pref erably f inished 3 mm behind the socket f ace. The joints shall

not be covered till the pip e line has been tested und er specif ied h ydrostat ic test pr essure,

though the rest of the pipe line should be covered up to pre ve nt expansion and contractio n

due to var iat ion in te mperature.

Filling a vailab le e xc avated e arth (excluding rock) in trenches plinth sides of f oundation etc.

in la yers not exce eding 20 cams. In depth conso lidat ing each deposite d layer b y ramming

T he ref illing will generally ref er to ref illing of pipe line trench es, f oundation trenc hes up to

plinth le vel or groun d level with excavate d stuff selected so il brought f rom outside.

Clearing or Tre nches or Ground:

The exca vat ed trenches f or f oundation or ground o ver which

f illing is to be done s hall be cleared of f all grass loo se stones rubb ish of all kin ds brick

bats as well as tress roots etc.

The jointing work shall conf orm as to specif ications ment ione d f or.

The exca vat ion f or joint ing work shall be done to the req uired width leng th and depth as

directe d by Eng ineer -in-ch arg e or his representat ive. The excavated materials f rom the

gap shall have to be deposite d within a lead of 50mt. or as directed b y Engineer-in-

charge. The relevant specif icat ion f ore exca vation and ref illing shall co nf orm to Item No.

Af ter completio n of exc avat ion work jointing shall be done between the periods of two

water supply t ime in such a way that it will not af f ect the wate r supply t ime in an y part of

cit y. This it em inc lud es the work of cutting the exist ing lime labors f or joint ing of C.I.

spec ials and valves with th e existing line the dewatering required etc. complet e.

All the necess ar y care shall be taken b y the contractor during joint ing work so that pipe

shall n ot be crack ed beyond the cutt ing limit.

Af ter completio n of joint ing work and test ing of lead joints. The gap shall be ref illed af ter

obtaining necessar y permission of Eng ine er-in-charge of the work.

The jointing work shall be in line and le vel with other existing net work.

The payment shall b e in mad e on No basis f or all the joint ing work made f or this work .

The cost of C.I. valves shall be measure d and paid separately.

They shall be well water ed bef ore stuf f is laid.

Spec if ication f or this work include s necessar y e xca vation, ma king proper space f or mak ing

hole at proper loc ation. Using necessary tools a nd skilled labour etc.comp.Rate a lso incl.

GI connection like u nio n, coup ling, bend, stopcock, etc. comp as direct ed. Measurement

shall b e pa id b y Nos . basis.

T he wood en taper plug should be made f rom countr y wood a s per the sample and suitab le

to the / dia of pipe and should be f ree f rom cracksThe size of wood en plug should the plug

can eas ily ent ered in pipe and f ixed properly with t he conn ect ion of pipe so that water may

not teak throug h plug and can easily rem oved as and where req uired.

Measurement shall b e given in No. basis

All the surplus earth/excavated material etc. shall be carried away immediately from the site of work to a place

within distance specified in the relevant item or as directed and ordered by the Engineer, so as not to cause

any inconvenience to the public traffic. If the instructions are not complied within 7 days from the date of order

to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal Corporation

at the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if necessary to clear

the road surface.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet; metal,

soling etc. complete with stacking the materials as directed. The road surface of asphalt shall carefully be

opened to full width as directed by the Engineer in charge so as to remove all cracks or other damaged

portions of road either manually or with the soling shall be first be stripped off for the whole width trenches. All

the materials shall be separately deposited in such places as may he determined by the Engineer-in-charge. In

case rubble not being so deposited or being mixed up with the excavated materials will not be allowed for

refilling. The cost of materials shall be charged from the contractor. The decision of the C.E. shall be final and

binding to the contractor.

This Item Rate is 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 out side to avoid accident

& for smooth trafficdiversion & movement including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out the work with necessary required arrangement.

..The same shall be removed after completion of work. (Only for break down work from start to complete The

decision of the Addl. C.E. shall be final and binding to the contractor.

Item No.13 :- 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)

Mode of Measurement shall be paid by Rmt basis

Item No.14 :- 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 Rates)

Mode of Measurement shall be paid by K.g basis

Item No.15 :- 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)

Mode of Measurement shall be paid by NO basis

FILLING MATERI AL S:

Filling materials may be eith er e xca vated stuff of selecte d materials brought f rom outside.

Excavated stuf f or sele cted earth to be u sed shall be cle ared of all rubbish large size

stones brick bats etc. complete and big clods shall be br oken down to a size of 50 mm or

T he select ed so il and or murmur or any ot her materials shall be g ot appro ve d bef ore f illing.

Ref illing shall be done in a systemat ic manner by th e contractor bef ore ref illing starts, the

contractor sh all got checked the trenches read y f or ref illing .

T he space bet wee n foundation mason ary concrete p ipe line and the sides of exc avation

and/or bottom of f ound at io n shall be ref ille d to the or iginal surf ace or up to plinth leve l

with e arth or se lecte d materials in layers of 15 cm to 20 cm each we ll watered an d

Each layer shall be watered and compacted wit h heavy rammer bef ore the upper layer is

la id till the f inal leve l is reached to f orm a thoroughly compacted base.

Ref illing on top of pipe shall be carr ied out caref ully with s elected sof t stuff out of the

excavat ed stuf f. T he ref illing shall b e raised about 5 cams. For subseq uent settle ments.

T he contractor shall be responsible f or any settlement during passage of time of during

monsoon and the s ame shall be ref illed with stuf f broug ht f rom the out side if necessar y.

T he process of ref illing brunches in p linth watering ramming shall be carried out in such a

way as not to dang er to pipe line f or f oundation f ooting plinth well etc. already laid or built

If water ing is not done by contractor with its own arrange meant watering charg es at 20%

of this it em rate sha ll be d educt ed f rom the bill against this it em.

T he rubber ring shall be stored in a cool dark dry and dust f ree en vironment The storag e

shall n ot be exposed to direct su nlight or any heat radiating applia nce. The rings s hall not

be allowed to come in contact with a ny f uels and sh all be st ored f ree of tension.

Rubber ring s shall be clearly labeled in bundles to indicat e the typ e of ring. The size of

pipes f or which th ey are to be used the m anuf acturer’s n ame or trademark and the month

and the year of manuf acture.

T he rings shall comply with IS 5382 regarding their material f inish tolerance in dim ension

and physica l requirement.

T he rubber rings sh all be such that they shall not sho w an y signs of deterioration for any

reason d uring the contract period plus the def ects liabilit y period, E ntire e xpenses

associated with corr ecting def ects in t his regard including replacement of rubber rings

shall b e f ully b orne by the contra ctor.

In jointing cast iron spig ot and socket pipes an d f itting with t ycoon f lexible jo int s the

contractor sh all tak e into account the manuf acturer’s recommendat ion s as t o the methods

and equipment to be used in assembling the joints. In part icu lar the contractor sha ll

ensure th at the sp ig ot end of the pip e to be joint ed is smooth and has bee n properly

chamf ered that the rubber r ing as per IS 5382 is correct ly p ositioned in the sock et and

that the t wo pipes are accurate ly in line, bef ore the joint is maed. The rubber r ings and

an y recommended lu bricant sha ll be obt ained only through th e pipe sup plier or as directe d

by the Engineer.

LE AD C AULKI NG JO INTS

T he jointing shall be done with mo lten le ad and spun yam. Pin lead shall be of un if orm

qualit y c lean an d f ree f rom f oreign materials. It sha ll be of unif orm sof tness capable of

being easily caulk ed or driven. It shall conf orm to IS: 782 Spun yarn sha ll be of clean

hemp and of good qualit y. It shall conf orm to IS: 6587 Its q uantit y shall be as f ollo ws.

Quantit ies of spun Yarn f or Diff erent Sizes of Pipes

(Materials for singl e joint s Lead & Spun)

Note:Under special circumstances the Engineer-in-charge may deci de the qu antities

of spun yarn d epen ding upon the site conditions.

The quantity of different diameter s of C.L. pipes and fittings shall be as foll ow s:

QUNTI TIES OF LE AD & SPUN Y ARN FO R DIFFERENT SIZES OF PIPES

Nominal Internal Spun Yarn Mass Lead Depth of lead

Diameter MM Kg Kg Joint mm lead

Note: The qu antities of lead gi ven are provisional and a variation of 20 per cent is

permissible eith er w ay.

Lead s ha ll be heat ed in a melt ing pot kept in easy reach of the joint to be poured so that

the molten meta l will not be ch ille d in being carried f rom the melting pot to the

joint and shall be brought t o a proper temperature so that when stirred it will sho w

a rapid cha nge of color. Bef ore pour ing all scum shall be removed. Each joint

shall b e made with one cont inuous pour filling of the entire joint space with s olid

lead. Spong y or imp erf ectly f illed joints shall be bunt out and repaired.

T he joint runner shall f it snug ly ag ain st the f ace of the socket and the out side of the pipe

shall b e dammed wit h clay to f rom a pouring lip to provide f or f illing the joint f lush

with th e f ace and to the top of the socket.

T he jointed is done by f irst caulking in spun yam, then f illing the remain der of the joint

space b y r unning in molten lead, taking care that no dross ent ers the joint a nd

then thoroug hly caulking the lead. The spun yam shall be used to center the

spigot in the socket and to pre vent the f lo w of molten lead int o the bore of the

Af ter the lead has been run into the joint the lead shall b e thor oug hly ca ulked. Caulking of

joints sh all be done af ter a convenient le ngth of the pipes has been laid and

leaded. T he lead ing ring sha ll f irst be removed an d an y lea d outside the sock et

shall b e remo ved wit h a f lat chisel and then joint cau lked removed with a f lat

chisel and the n the joint caulked around three times with caulking tools of

increas ing thickness and hammer of 2 kg. W eight Lead run joints shall b e

pref erably f inis hed 3 mm behind the socket f ace. The joints shall not be co vered

till the p ipe line has been tested under specif ied hydrostatic t est pressure, thoug h

the rest of the pipe line should be covered up to prevent expansion and

contraction due to variat ion in temperature.

Filling a vailab le e xc avated e arth (excluding rock) in trenches plinth sides of f oundation etc.

in la yers not exce eding 20 cams. In depth conso lidat ing each deposite d layer b y

ramming and watering .

T he ref illing will generally ref er to ref illing of pipe line trench es, f oundation trenc hes up to

plinth le vel or groun d level with excavate d stuff selected so il brought f rom

Clearing or Tre nches or Ground:

T he exc a vat ed trenc hes f or f oundation or ground o ver which f illing is to b e done shall be

cle ared of f all grass loose stones rubbish of all kinds brick bats as well as tress

T he jointing work shall conf orm as to specif ications ment ione d f or.

The exca vat ion f or joint ing work shall be done to the req uired width leng th and depth as

directe d by Eng ineer -in-ch arg e or his representat ive. The excavated materials f rom the

gap shall have to be deposite d within a lead of 50mt. or as directed b y Engineer-in-

charge. The relevant specif icat ion f ore exca vation and ref illing shall co nf orm to Item No.

Af ter completio n of exc avat ion work jointing shall be done between the periods of two water

supp ly time in such a wa y t hat it will not aff ect the water sup ply time in a ny part of city.

T his item includ es the work of cutting the exist ing lime labor s f or jointing of C.I. spec ials

and valve s with the exist ing line the dewatering req uired etc. complete.

All the necessar y care shall be taken b y the contractor during joint ing work so that pipe

shall n ot be crack ed beyond the cutt ing limit.

Af ter completio n of joint ing work and test ing of lead joints. The gap shall be ref illed af ter

obtaining necess ar y permission of Eng ine er-in-charge of the work.

The jointing work shall be in line and le vel with other existing net work.

The payment shall b e in mad e on No basis f or all the joint ing work made f or this work . T he

cost of C.I. valves s hall be measure d and paid separate ly.

They shall be well water ed bef ore stuf f is laid.

Spec if ication f or this work include s necessar y e xca vation, ma king proper space f or making

hole at proper location. Us ing necessary tools a nd skilled labour etc.comp.Rate a lso inc l. GI

connectio n like un io n, coupling, bend, st opcock, etc. comp as directed. Measure ment shall

be paid by Nos. basis.

The wood en taper plug should be made f rom countr y wood a s per the sample and suitab le

to the / dia of pipe and should be f ree f rom cracksThe size of wood en plug should the plug

can eas ily ent ered in pipe and f ixed properly with t he conn ect ion of pipe so that water may

not teak throug h plug and can easily rem oved as and where req uired.

Measurement shall b e given in No. basis

All the surplus earth/excavated material etc. shall be carried away immediately from the site of work to a place

within distance specified in the relevant item or as directed and ordered by the Engineer, so as not to cause

any inconvenience to the public traffic. If the instructions are not complied within 7 days from the date of order

to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal Corporation

at the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if necessary to clear

the road surface.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet; metal,

soling etc. complete with stacking the materials as directed. The road surface of asphalt shall carefully be

opened to full width as directed by the Engineer in charge so as to remove all cracks or other damaged

portions of road either manually or with the soling shall be first be stripped off for the whole width trenches. All

the materials shall be separately deposited in such places as may he determined by the Engineer-in-charge. In

case rubble not being so deposited or being mixed up with the excavated materials will not be allowed for

refilling. The cost of materials shall be charged from the contractor. The decision of the C.E. shall be final and

binding to the contractor.

This Item Rate is 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 out side to avoid accident

& for smooth trafficdiversion & movement including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out the work with necessary required arrangement.

..The same shall be removed after completion of work. (Only for break down work from start to complete The

decision of the Addl. C.E. shall be final and binding to the contractor.

Item No.16 :- 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 instructed specific

time of day or night etc. complete. (As per previous tender Rates)

Mode of Measurement shall be paid by NO basis

Item No.17 :- 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.

Mazdoor at day /night (As per min.wages circular of GOG)

Fitter at day / Night (As per min.wages circular of GOG)

Makadam/ supervision/Fitter at day / Night

Mode of Measurement shall be paid by NO basis

Item No.18 :- Dewatering by pumping set of required capacity including temporary platform carting pumping

at site and fixing the same in position including all accessories, and fuel and labour etc. Complete

(A) Pump set of Capacity (GWSSB SOR 22-23 Section 2E-miscellaneous Item no. 1)

Mode of Measurement shall be paid by HP/Hr. basis

Item No.19 :- 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)

Mode of Measurement shall be paid by Hour basis.

Item No.20 :- 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)

Mode of Measurement shall be paid by Hour basis.

Item No.21 :- Excavation for trial pit for location of existing line including excavation of any depth including

refilling, watering etc. Comp (As per previous tender Rates)

Mode of Measurement shall be paid by NO basis.

Item No.22 :- 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)

Mode of Measurement shall be paid by NO basis.

Item No.23 :- P/S OF good quality of rubber rings for following dia meter. (As per previous tender Rates)

Mode of Measurement shall be paid by NO basis.

Item No.24 :- Supplying wooden taper butches from jungle wood (Like limda, ambo) Etc. comp. (As per previous

15 Mm dia. to 20 MM dia.

25 Mm dia. to 37 MM dia.

80 mm dia to 100 mm dia line

15 Mm dia. to 20 MM dia.

Mode of Measurement shall be paid by NO basis.

Item No.25 :- 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)

Mode of Measurement shall be paid by NO basis.

Item No.26 :- 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.(R &B

building SOR -21-22 Item no. 24.1)

100 mm (I.code 24001AA)

150 mm (I.Code 24001BA)

Mode of Measurement shall be paid by Hour basis.

Item No.27 :- 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 rates)

Mode of Measurement shall be paid by NO basis.

Item No.28 :- 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)

PRODUCTION & SUPPLY OF WMM

Mode of Measurement shall be paid by CMT basis.

Item No.29 :- Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver (GWSSB SOR

-22-23 Section 2E-Miscellenous Item no. 7).

Mode of Measurement shall be paid by DAY basis.

Item No.30 :- 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)

Mode of Measurement shall be paid by RMT basis.

Item No.31 :- Reinstatement of Asphalt road/any kind of paving/flooring using the same material. (As per previous

ARC tender rates)

Mode of Measurement shall be paid by SMT basis.

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (North West Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL

GENERAL CONDITION

As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms &

conditions will be applied.

Seal and Signature of the Bidder Add City Engineer

Date: (North West Zone)

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

Tender Fee : Rs.900.00 Date of submission : As per Tender Notice .

Earnest Money : Rs.10000.00 Date of Opening : As per Tender Notice

Contractor’s Name & Address:-

AHMEDABAD MUNICIPAL CORPORATION

NORTH WEST ZONE

Name of work :- Lekages of Water pipeline at Vandematram and Diff Area

leakages work of D.I line M.S line at Chandlodiya area in NWZ

SR. QTY ITEM RATE PER AMOUNT

1 Providing FoR Cost of Materials &

supplying at Materials

A Hiring and operating the 20 KV 3 2500 SHIFT

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 0.00 Rent of Welding machine per shift 893 SHIFT

C 0.00 Rent for Grinder machine per shift 304 SHIFT

D 0.00 Gas Cutting set per shift 513 SHIFT

E 0.00 LPG bottle 1205 NO

F 0.00 Oxygen bottle 246 NO

G 0.00 Rent of Tools & Other Charges 446 SHIFT

H 0.00 Rent of Chain pulley block & Tripod 446 SHIFT

3 0.00 Providing For Masonry & RCC Work

C 0.00 M-Seal 100 gm pack 26.79 NO

D Cement bag (As per building SOR 323 BAG

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

E Grit- Aggregates (As per building 330 CMT

SOR I.code M176)

F Kapachi Aggregates (As per building 413 CMT

SOR I.code M178)

G Sand (As per building SOR I.code 179 CMT

H Brick (As per building SOR I.code 3.57 NO

Providing and laying controlled 3874.2 Cmt

cement concrete M.200 and curing

complete excluding the cost of

formwork and reinforcement for

8.00 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)

4 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, 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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

5 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 4 of

Ahmedabad Municipal Corporation

6 Providing, supplying and fixing check

nut for sluice valve. C.I./M.S./G.M.

or Brass. Instruction of engg. In

7 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)

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

8 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

a 2.00 40 mm dia (I.code no. 23001EA) 436.8 RMT

b 5.00 25 mm dia (I.code no.23001CA) 283.5 RMT

c 2.00 20 mm dia (I.code no. 23001BA) 205.8 RMT

d 5.00 15 mm dia (I.code 23001AA) 162.75 RMT

e 0.00 50 mm dia (I.code no. 23001FA) 569.1 RMT

9 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

A 28.00 15 mm (I.code no. 23061) 84.87 RMT

B 40.00 25 mm (I.code no. 23062) 107.29 RMT

C 20.00 32 mm (I.code no.23063) 139.2 RMT

D 15.00 40 mm (I.code no. 23064) 173.03 RMT

E 4.00 50 mm (I.code no. 23065) 228.61 RMT

F 0.00 110mm (I.code no. 23067) 551.25 RMT

G 0.00 160 mm (I.code no. 23066) 927.65 RMT

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

10 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 71.1 SMT

b 0.20 to 0.30 meter (By any type 177.76 SMT

of Breaker Machine or

40.00 R.C.C.Cutter machine including

cost of operator, fuel &

transportation etc complete.

c 0.30 meter & above (By any type of 311.08 SMT

Breaker Machine or R.C.C.Cutter

machine including cost of operator,

fuel & transportation etc complete.

11 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 2679 NO

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

12 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

13 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)

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

14 Labours charges for collecting 21 K.G

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 tenderRates)

15 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

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

16 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 instructed

specific time of day or night etc.

complete. (As per previous tender

17 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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

material etc. comp. as directed.

A Mazdoor at day /night (As per 363.30 NO

min.wages circular of GOG)

B Fitter at day / Night (As per 380.30 NO

min.wages circular of GOG)

C Makadam/ supervision/Fitter at day 379.4642857 NO

18 Dewatering by pumping set of 18.32 HP/Hr.

required capacity including

temporary platform carting

pumping at site and fixing the same

in position including all

accessories, and fuel and labour

etc. Complete (A) Pump set of

Capacity (GWSSB SOR 22-23

Section 2E-miscellaneous Item no.

19 Providing & Supplying JCB Machine 600 Hour

on rental basis in case of

emergency situation and break

down type work & also during

unavoidable condition as per

75.00 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)

20 Supplying Pneumatic Breaker 600 Hour

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)

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

21 Excavation for trial pit for 290 NO

location of existing line including

40.00 excavation of any depth including

refilling, watering etc. Comp (As

per previous tender Rates)

22 Labour charges for doing washout 670 NO

of water pipe line at end

including necessary excavation of

pit, allowing the water to flow for

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

23 P/S OF good quality of rubber rings

for following dia meter. (As per

previous tender Rates)

24 Supplying wooden taper butches

from jungle wood (Like limda,

ambo) Etc. comp. (As per previous

A 78.00 15 Mm dia. to 20 MM dia. 13 NO

B 50.00 25 Mm dia. to 37 MM dia. 18 NO

C 20.00 50 Mm dia. 89 NO

D 5.00 80 mm dia to 100 mm dia line 313 NO

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

E 0.00 150 mm dia 446 NO

F 0.00 200 mm dia 714 NO

25 Labour charges for repairing of

sluice valve / reflux valve

including materials, labours and

testing etc.,complete (B)Replacing

of Glan packing only (GWSSB SOR-

26 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.(R &B

building SOR -21-22 Item no. 24.1)

A 4.00 100 mm (I.code 24001AA) 140.7 RMT

B 4.00 150 mm (I.Code 24001BA) 192.15 RMT

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

27 Fixing of valve Road box incl 446 NO

.locating valve, nece. excavation,

22.00 tem also inclues cartring form AMC

store to site. Etc.Comp. as directed

(As per previous ARC tender rates)

28 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,

A 10.00 PRODUCTION & SUPPLY OF WMM 1708.13 CMT

B 8.00 LAYING OF WMM 31.25 CMT

29 Hiring of Tractor with trolley 2104.09 DAY

considering 8 Hrs. As working Day

20.00 hours inclu. Driver (GWSSB

SOR -22-23 Section 2E-

Miscellenous Item no. 7)

30 Barricading the entire break down 80 RMT

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

100.00 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

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

from start to complete) (As per

previous ARC tender rates)

31 Reinstatement of Asphalt road/any 103.57 Smt

kind of paving/flooring using the

same material. (As per previous ARC

Total Rs. 998993.23

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (North West Zone)

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

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vh< fhJtlt hnuNu.

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

(6) ftuLx[tfxhtuyu leaule ctc<tu ft¤SÃËJof JtkaJt rJlk<e Au.

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Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk

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Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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ylwmth ftgoJtne fhJtbtk ytJNu.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

f:- bkswh &guj xuLzhle mbgbgto>tbtk ftbdehe vqKo l &tg <tu suxjt r>Jm ftbdehe btuze vqhe

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

(yu) yufb ylu f>:-

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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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 fhJw vzNu.

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

lwfNtl &Nu <tu <ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh

ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the

ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz

Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u

btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd

fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt

sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn.

ytxjwk mbSlu s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

(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.

(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< r>l 1btk vh< jR

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

(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 ftg>tlw 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 ftg>tfeg jexeduNl yb>tJt> 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 sJtc>the ftuLx[tfxhle hnuNu.

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

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

rlgbtulw vtjl fhJtlw hnuNu.

(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&tJ 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

(26) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt

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 >hBgtl 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 >hhtus 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•ttt yuze.mexe yuLSlehgh©elu hnuNu.

(29) >huf ytRxblt MvuNeVefuNl yb>tJt> 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 >hhtus

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

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb

cejbtk&e ftve juJtbt ytJNu.

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

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

ytvJtbtk ytJNu.

yufhthlwk Vtubo

(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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

AHMEDABADMUNICIPALCORPORATION

NORTH WEST ZONE

ENGINEERINGDEPARTMENT

<t.22.04.202clthtusbu.Bgwrlrmvjfrb§hmtnuc©eleJefjebexedbt&gujaatobtbwÇtlk.21bwsc

(A)PenaltyForMaintenanceandSLAPurpose

SLAtime(Category&Problemwise)

Department Category Problem SLA

Engineering Water>>Engineerin Water-lowpressure 240 240 480

Engineering Water>>Engineerin Water-NoSupply 240 240 480

Engineering Water>>Engineerin Water-Other 72Hours 72 144

Engineering Water>>Engineerin Water- 48Hours 48 96

g LeakageInMain

Engineering Water>>Engineerin Water-PollutionIn 24Hours 24 48

Engineering Drainage>>Engine Drainage- 24Hours 24 48

ering ManholeCover

Engineering Drainage>>Engine Drainage-Other 48Hours 48 96

Engineering Drainage>>Engine Drainage- 48Hours 48 96

ering ChokingOfLine

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

Engineering Drainage>>Engine Drainage- 72Hours 72 144

ering PublicToilets

LineBlockageorCh

Engineering Road Road-Other 48Hours 48 96

Engineering Road Road-BhuvaOn 48Hours 48 96

Engineering Road Road- 72Hours 72 144

Engineering Storm Water Road- 24Hours 24 48

WaterloggedDueTo

Engineering Storm Water Road-CatchPit 96Hours 96 192

Engineering Public Building PublicBuilding 360 360 720

-Public Toilets Hours

Windows,Tilesor

Engineering Footpath Road- 168 168 336

FootpathRepairing Hours

Engineering Building>>Enginee Building-Municipal 168 168 336

ring Schools Repairing Hours

Wvhtuf<vulÕxelembgbgtoStctSvKftbdehefhJtbtklytJu<tuvwhuvwheftbdehelehfbsuxjevulÕxejtdwv

(B) Penalty10%forNewAllocatedWorks.

1. All the relevant Clauses mentioned in the Tender which are

related to above clauses shall be read as mentioned in above

2. The above Addendum shall be Part of Tender document & shall

be bound to Contractor and shall be submitted along with other

tender documents with duly signed and stamped.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder

AdditionalCityEnginee

r(NWZ) Date: Ahmedabad

Municipal Corporation

Signature of Bidder Page 25 of