Labour Work for Water Pipe Line at Mirzapur, Old Jamalpur and Raikhad area diff. Places in Jamalpur Ward.

Name of work: - bægÍtul sbtjvwh Jtuzolt behÍtvwh, swlt sbtjvwh <&t htgFz rJM<thbtk <&t yLg søgt yu vtKelt

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

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

tenders from interested contractors for the following work at different locations within the limit of

1 Name of work bægÍtul sbtjvwh Jtuzolt behÍtvwh, swlt sbtjvwh <&t htgFz rJM<thbtk <&t yLg søgt

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

ftb.(yu.yth.me.)

2 Estimated Tender Amount Rs.

3 Tender fee Rs.1500.00

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

4 Time Limit 12 Months

5 Download of Tender complete bid documents can be downloaded with effect from Dt.

Documents 23/07/2023 to 09/08/2023 up to 17:00 Hrs. from the website

www.nprocure.com.

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

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

7 Earnest Money Deposit Rs.18,632.00(Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

Tender Documents

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

before Date:-09/08/2023 up to 18.00 hrs. Each bidder must upload the

scanned copies of all the documents along with the submission of online

bidding. 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 on or before

Date.10/08/2023 upto16.00 hrs. (by hand Delivery/ Courier/ Speed

Post/Registered)

10 Last date of online Date: 09/08/2023 before 17:00 hrs.

submission of tender

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

12 Opening of Technical bid Technical Bid will be opened on line on Date: 10/08/2023 at

12:00 hrs. in the office of to Assistant Manager- Central Zone, 3rd

Floor, B – Wing, Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

on said Tender and bound to bidder with out any condition.

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

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

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

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

bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- P/L new water line ,reparing of leakages , amd maintence work regarding pollution

at different places of mirzapur,juna jamalpur And raikhad Area in jamalpur ward in central zone

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

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

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

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

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

by AMC from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by

me/us and take necessary action as deemed fit.

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

the sum as mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If

I/We fail to commence the work specified. Otherwise the Employer shall retain the said sum, as on

account of such Security Deposit as provided for in the aforesaid documents.

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

accordance with conditions in the aforesaid documents.

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

tender, which are received. I / We also understand & agree that Municipal Commissioner Reserves

the right to allot number of tenders to successful bidders at his sole discretion in case if I / We am/are

lowest in more than one 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 tender.

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

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

documents as and when asked and if any discrepancy found in such documents as well as in the

executed Work with respect to Quality/Quantity at any stage of work or even after completion of

work, it will be solely my Responsibility. I am bound to prove originality of all documents submitted

by me and if any Documents found false/fake then Municipal Commissioner/AMC has right to take

any action/penalty/punishment against me.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

and/or the construction of road is found to be of an inferior quality under this contract than in such

case Municipal Commissioner/AMC has right to debar/ blacklist permanently.

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

Corporation (referred to as Employer in these documents) invites sealed bids for the

construction of works (as defined in these documents and referred to as “the work”) detailed

in the table given in the Invitation for Bid (hereinafter called as IFB.) from competent bidder.

The bidders may submit bids for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

in this 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

4.0 Qualification of the Bidder

4.1 Requires 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 institutions.

5.0 DISQUALIFICATION

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

disqualified if they have,

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

attachments submitted in proof of the qualification requirements; and/or

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

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

debarring from AMC 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 competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial 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 of opening.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

• 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 increases / decreases up to any extent.

total amount of work increases / decreases up to any extent.

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

• 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)

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.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

physical submission of bid and addressed to the addressee given in the NIT duly super scribed

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

13.0 Bid Prices

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

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

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

other cause shall be included in the rates, prices and total Bid Price submitted by the Bidder,

except otherwise stated in the Bid document. Employer will not compensate the bidder

(contractor) for any change in duties, taxes and other levies payable by the contractor under

the contract and any other reasons.

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

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

specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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.

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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-

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

returned as promptly as possible.

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

be returned when the successful bidder has furnished the required security deposit

and signed 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.

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

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:

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

Employer at the address specified in bid information not later than the date indicated on the

face sheet of the document. In the event of the specified date for the submission of bids

declared a holiday for the Employer, the Bids will be received up to the appointed time on the

next working day. The Bidder is further required to submit Documents in Physical Form on or

before the Bid Due Date and before the time of submission as specified in NIT, at the

following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

tendering portal on account of delay in submission at bidder's end. Bidder shall ensure that

they submit the bid well before the "Due Date & Time of Bid- Submission". AMC shall not be

responsible if bidder is not able to submit the bid on account of failure in network/internet

connection or any other technical 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

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

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

returned unopened to the bidder.

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

unopened to 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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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 10 days (for tenders upto Rs.10.0 Lacs) or

days (for tenders of Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest

@ 4% per annum will be charged by AMC.

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

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

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

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

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 paid date which ever is later. No interest on the

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

and binding to the bidder.

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 void.

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

a joint venture may result in disqualification for proposed work.

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

knowledge of the employer the bidder shall be disqualified for the proposed work and other

appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

Contractor shall pay penalty of 10% of amount of actual remaining work. The amount of work

for which the scope of contractor is reduced shall not be considered for the calculation of

Liquidated Damages.

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

and all latest Circulars shall be applicable.

2.0 Retention Money

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

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

amount to compensate the poor performance of the contractor i.e. poor quality or

abandoned / incomplete work.

3.0 Subcontracting

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

portion of Work without the approval of the Employer’s Representative. Any subcontracting

shall not relieve the Contractor from any contractual obligations or responsibility under the

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

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

the contract or supply of material or engagement of labour.

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

referred to in the Bid document to carry out the functions stated in the Schedule or other

personnel approved by the Engineer. The Engineer will approve any proposed replacement of

key personnel only if their qualifications, abilities, and relevant experience are substantially

equal to or better than those of the personnel listed in the Schedule.

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

his misconduct or inadequacy of technical skills and experience, who is a member of the

Contractor’s staff or his work force, the Contractor shall ensure that the person leaves the

Site within seven days and has no further connection with the work in the Contract.

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

erected on the site of work and contractor shall make his own arrangements to provide such

accommodations as per the rules of the local bodies. He shall make his own arrangements for

housing, stores, field office etc. He shall submit a site layout plan indicating the location of

various site facilities to be created by him at his cost for the execution of work. The Owner

shall in no way be responsible for any delay on this account and no claim on this account

whatsoever shall be entertained. All Basic amenities shall be provided by the Contractor to

Labours as per the prevailing labour Laws.

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

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

safety is avoided all the time in respect of,

Safety of the works

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

• 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

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

7.0 Clearance of site on completion:

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

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 following:

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

 Omit any such work,

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

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

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

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

all such variations shall be valued in accordance with the following sub clauses. Provided that

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

of contract by contractor or for which he is responsible, any additional cost attributable to

such default shall be borne by the Contractor.

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

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

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

in the same order of priority.

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

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

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

(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

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

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

the Employer, the Contractor, and the Engineer.

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

avoided by giving early warning.

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

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

pay the Contractor the amounts certified by the Engineer.

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

certificates or as a result of an award from disputes review experts, Contractor shall be paid

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

Governing bodies prevailing on the date of award of the contract. The Contractor will have to

pay all such taxes and duties for the performance of this Contract. The Employer will deduct

from the Contractor’s monthly and other payments all taxes and duties, which he is bound to

recover in accordance with the applicable law.

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

and local Governing bodies, all orders, decrees of bodies, tribunals having any jurisdiction or

authority which in any manner affect those engaged or employed, and anything related to

carrying out the work. All the bye-laws lay down by AMC/AUDA and any other local bodies

while executing the work shall be adhered to. All taxes of local bodies shall be borne by the

contractor. The Contractor shall arrange to give all notices required by any authority and to

pay to such authority all the fees that may have to be paid for the material, plants,

equipments etc. The Contractor shall also adhere to all traffic restrictions notified by the local

authorities. He shall protect and indemnify the Owner and its officials & employees against

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

be payable on these accounts.

13.0 Labour Welfare Cess

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

1831-M(3) dt. 9/12/05 issued by G.O.G. (non-refundable) shall be deducted from every bills

which shall be deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

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

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

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 engineer.

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

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.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

documents and other design documents made by or on behalf of the contractor.

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

fundamental breach of the Contract.

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

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

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

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

a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

breach of Contract and the Contractor fails to correct it within a reasonable period of

time determined by 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

(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

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

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

audit and technical examination of the final bill including all supporting vouchers, abstracts,

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 clause

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

(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

(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

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

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 Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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

^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu

Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

ftuRvK «fthltu lwfNtle fu J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt

ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e

xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< >NtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

(1) xuLzh Chlthu >hlt Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk

Nç>tuubtk sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt

Ftltbtk&e hfbbtk Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu

dwKtfth mw^thJtbkt ytJNu.

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

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

(10) y:- ftbltu «tud{um mbgbgto>t bwsc fhJtltu hnuNu. yt mbgbgot>t 10 jtF mw^elt ftb btxu

yuj.ytu.ytR. ytÃgt <theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu

yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl

ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

ct> (LOI) ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle

hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb

ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgto>tbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz

xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt

bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

z:- yu.yth.me. xuLzhbtk bkswh &guj sw>t sw>t yk>ts vifelt ftbtu Jfo ytuzoh b¤u&e NY

E:- yu.yth.me. xuLzhbtk ftb «btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

(1) Yt.1,00,000.00 Mþ^elt ftbtu btxu 1 btm

(h) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 2 btm

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

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 12 btm

(11) y:- awfJKe:-

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

<ubtk bswhe, vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug

Jduhu ykNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t

J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR awfJKe ykdult

<ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR

Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu

yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t

sw>t CtJ ylu >h ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu

fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

Axfe NfNu lnek. m>h ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu

ytvJtbtk ytJNu lrnk.

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

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

ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.

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

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

ytvJtbtk ytJNu.

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

bwsc ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

ftblu jtdw vzNu.

ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau

>NotJuj ¢btlwmth >M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e

>M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

ltuk^ bwfe yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u

bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

(15) 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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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.

(16) 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.

(17) 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.

(18) 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.

(19) 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.mhfth©elt «J<obtl rlgb ylwmth Syumxe jtdw vzNu.

(20) ftuRvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobt hnuNu.

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

W<thJtltu <ubs dtuXJJtltu hnuNu.

(24) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

(25) 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.

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

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

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

(27) 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.

(28) 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.

(29) 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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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.

(30) >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

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

(32) 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.

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

VhSgt< ytvJtlt hnuNu.

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

jd<tk ftb btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

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 mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Following technical specifications shall be applicable to the relevant items of BOQ

ITEM NO;1-.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

(a) 80 mm Dia Pipe.

(b) 100 mm Dia Pipe.

(c) 150 mm Dia Pipe.

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

stack yard transportation of cast to work sites lying jointing and field testing of cast iron pipes and

fittings for the water distribution Network.

APPLICABLE CODES:

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

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

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

with the requirements of the standards this specification shall grove.

for sheet rubber jointing and rubber inserting jointing.

(b) IS: 782 Specification for caulking lead.

(c) IS: 1538 Specification for cast ion fittings for Pressure pipes for water gas and sewage.

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

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

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

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

CARTING AND HANDLING:

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

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

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

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

avoid damage. While unloading the pipes and fittings shall with steadying ropes of by any other means.

Padding shall be provided between coated pipes fittings and skids to avoid damage to the coating

Suitable gape between pipes should be lift at intervals in order to permit access from one side to the

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

other. In case of spigot socket pipes care should be taken regarding orientations pipes while unloading.

As far as possible pipes shall be ulna added on one side of the stretch only. The pipes shall be checked

for any visible damage (such as broken edges cracking or spelling of pipe) while undo adding and shall

be sorted out for reclamation any pipe which shows sufficient damage to preclude it from being used

shall be discarded shall be prohibited. Necessary warning boards and lamps should be provided in front

and side of pipes to avoid any accident. Pipes should be stacked with sufficient packing to prevent

rolling of the same. Contractor will be fully responsible for any accident due to pipes or other materials

stacked on site of yard. Contractor will be fully responsible for any legal formalities arising due to such

accident and all legal charges there of shall be paid by contractor of will be recovered from his running

bill of the same or other AMC works.

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

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

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

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

be made for smaller diameter pipes for conserving space in storing them. The height of the stock shall

not exceed 1.5m. Fitting and sluice valves with tail pieces shall be stacked under cover and separated

from pipes. Rubber rings shall be stored in clean cool store away from windows boiler electrical

equipment and petrol oils or other chemicals particularly in the field where the rubber nods are being

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

snow conditions.

LAYING - GENERAL

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

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

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

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

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

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

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

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

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

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

contractor at his own cost.

Suitable fencing shall be provided along the sides of trenches and pits. The post of the fencing shall be

of timber securely fixed in the ground not more then 3m.apart and they shall be less than 75 mm in

diameter of less than 1.2 m above the surface of the ground. There shall be two rails. One near the

top of the post and the other about 450 mm. above the ground and each shall be from 50mmto

70mm in diameter and sufficiently long to run from post to post which they shall be bound with

strong rope. The method of projecting rails beyond the posts and tying them together where they

meet will not be allowed on any account. All along the edges of the excavated trenches a bank of

earth about 1.2. m high shall be formed as required by the Owner/Engineer for further protection.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

The above work shall not be paid for separately and the contractor shall take into account the costs of

such works and quote accordingly.

Whole work shall do within 24 hrs. By parts or whole work so that water supply from AMC shall not

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

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

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

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

and transversely as directed by removing excess soil and watering as required. No earth filling will be

allowed for bringing it to level if by mistake or any other reason excavation is made deeper or wider

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

specified for the foundation concrete at the cost of the contractor. The excavation up to any required

depth shall be carried out under this item as required and directed by engineer in charge.

Surface Excavation for Road Work:

Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm in depth in all

kinds of soil which are specified shall be as treated as surface excavation.

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

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

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

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

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

to keep excavation free from water.

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

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

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

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

to be made and inspected.

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

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

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

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

Disposal of the Excavated Stuff:

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

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

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

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

Filing of Trenches:

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

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

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

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

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

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

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

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

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

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

cotton soil shall be used for filling the plinths.

FILLING MATERIALS:

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

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

complete and big clods shall be broken down to a size of 50 mm or less. The selected soil and or

murmur or any other materials shall be got approved before filling.

Refilling shall be done in a systematic manner by the contractor before refilling starts, the contractor

shall get checked the trenches ready for refilling.

The space between foundation masonry concrete pipe line and the sides of excavation and/or bottom

of found at ion shall be refilled to the original surface or up to plinth level with earth or selected

materials in layers of 15 cm to 20 cm each well watered and rammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till the

final level is reached to form a thoroughly compacted base.

Refilling on top of pipe shall be carried out carefully with selected soft stuff out of the excavated stuff.

The refilling shall be raised about 5 cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of

during monsoon and the same shall be refilled with stuff brought from the out side if

The process of refilling brunches in plinth watering ramming shall be carried out in such a way as not

to danger to pipe line for foundation footing plinth well etc. already laid or built up.

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

If watering is not done by contractor with its own arrange meant watering charges at 20% of this item

rate shall be deducted from the bill against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage shall not be

exposed to direct sunlight or any heat radiating appliance. The rings shall not be allowed to come in

contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes for which

they are to be used the manufacturer’s name or trademark and the month and the year of

The rings shall comply with IS 5382 regarding their material finish tolerance in dimension and physical

The rubber rings shall be such that they shall not show any signs of deterioration for any reason

during the contract period plus the defects liability period, Entire expenses associated with correcting

defects in this regard including replacement of rubber rings shall be fully borne by the contractor.

In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the contractor shall

take into account the manufacturer’s recommendations as to the methods and equipment to be used

in assembling the joints. In particular the contractor shall ensure that the spigot end of the pipe to be

jointed is smooth and has been properly chamfered that the rubber ring as per IS 5382 is correctly

positioned in the socket and that the two pipes are accurately in line, before the joint is maid. The

rubber rings and any recommended lubricant shall be obtained only through the pipe supplier or as

directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform quality clean

and free from foreign materials. It shall be of uniform softness capable of being easily caulked or

driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of good quality. It shall

conform to IS: 6587 Its quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Spun Yarn Mass

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun yarn

depending upon the site conditions. The quantity of different diameters of C.L. pipes and

fittings shall be as follows:

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/ Joint Depth of lead

Pipe mm Kg Joint mm

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible either

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that the molten

metal will not be chilled in being carried from the melting pot to the joint and shall be brought to a

proper temperature so that when stirred it will show a rapid change of color. Before pouring all scum

shall be removed. Each joint shall be made with one continuous pour filling of the entire joint space

with solid lead. Spongy or imperfectly filled joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe shall be

dammed with clay to from a pouring lip to provide for filling the joint flush with the face and to the

top of the socket.

The jointed is done by first caulking in spun yam, then filling the remainder of the joint space by

running in molten lead, taking care that no dross enters the joint and then thoroughly caulking the

lead. The spun yam shall be used to center the spigot in the socket and to prevent the flow of molten

lead into the bore of the pipe.

After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking of joints shall

be done after a convenient length of the pipes has been laid and leaded. The leading ring shall first be

removed and any lead outside the socket shall be removed with a flat chisel and then joint caulked

removed with a flat chisel and then the joint caulked around three times with caulking tools of

increasing thickness and hammer of 2 kg. Weight Lead run joints shall be preferably finished 3 mm

behind the socket face. The joints shall not be covered till the pipe line has been tested under

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

specified hydrostatic test pressure, though the rest of the pipe line should be covered up to prevent

expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers

not exceeding 20 cams. In depth consolidating each deposited layer by ramming and watering.

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to plinth level

or ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which filling is to be done shall be cleared off

all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

Mode of measurement for Item No.

Measurement shall be paid by Rmt. basis.

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No. 02: Only Removing & recover of existing CI/DI pipe line & Specials, removing any type of

joint , carting it to the Muni. Stores as & where directed as per instruction of Engg. In charge with

excavation & refilling.

Refer Specification of Iteam No.

The Mode of measurement and rate for item shall be given as per one running

Item No. 03: 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.

Refer Specification of Iteam No.

The Mode of m easurement and rate for item shall be given as per one number

Item No. 04: 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.

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

Refer Specification of Iteam No.

The Mode of measurement and rate for item shall be given as per one running

Item No. 05: Labour Charges for removing and recover of ex. C.I. Sluice valve with tail pieces and

carting it up to Muni.Store or site as per instruction of Engg. In charge item include. necessary

Excavation, removing or making joints, refilling etc.comp. as directed by Engg in charge.

Refer Specification of Iteam No.

The Mode of m easurement and rate for item shall be given as per one number basis

Item No. 05 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.

Refer Specification of Iteam No.

Item No. 06 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.

Refer Specification of Iteam No.

The Mode of measurem ent and rate for item shall be given as per one kilogram

Fixing of valve Road box incl .locating valve, nece. excavation, Brick Masonary,PCC work. Item also

inclues cartring form AMC store to site. Etc.Comp. as directed

The Mode of m easurement and rate for item shall be given as per Nos. basis.

: Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line with specials incl.

required materials such as jute and lead etc , nece. excavation in any type of soil, refilling,

nacessary trust block etc.comp. as per instruction of engg.in charge.

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line with specials incl.

required materials such as jute and lead etc , nece. excavation in any type of soil, refilling, nacessary

trust block etc.comp. as per instruction of engg.in charge

The Mode of m easurement and rate for item shall be given as per one number

ITEM NO.09 : Excavation for trail pit of maximum diamension of 1.5 mt x0.75 x 1.5 mt depth for

location of existing line including excavation but excluding cost asphalt cutting but

including refilling, watering etc. comp as per instruction of Engg in charge.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such

ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under

this category. For materials and workmanship for earthwork and excavation, relevant specification IS:

3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all obstructions, loose

stones, materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed.

The materials so obtained shall be the property of the Client and shall be conveyed and stacked as

directed, within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and

coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the

Client's responsibility to obtain such permission from the respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will

After cleaning the site, the centerline of the central verge & other constructions will be given by the

Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation and

dimension of each and all parts of the work. Contractor shall supply labours, materials, etc. required

for setting out the reference marks and bench marks made of MS angle iron and embedded in 1:2:4

They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and depth, as shown

in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall

provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra

payment shall be made for such precautionary measures, taken. The bottom of the excavated area

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

shall be leveled both longitudinally and transversely, as directed, by removing excess soil and

as required. No earth filling will be allowed for bringing it to level, if by mistake or any other reason,

excavation is made deeper or wider than shown on the drawings or as directed. The extra depth or

width shall be made up with sand filling, as specified for the bottom level of the subsequent finishing

at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all

utility services, lighting the excavated areas, separating and stacking serviceable materials neatly,

shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any

stage of the work. Excavated areas shall be kept free of water while masonry or concrete or relevant

base works are in progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever

required inlayers, including ramming and watering, ensuring proper compaction etc. complete.

The Contractor shall remove the balance of the excavated quantity from the site of work, to a place,

as directed and for all lift.

The lead is the shortest practical route and not necessarily the route actually taken. The decision of

Engineer-In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections shown on

the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus

excavation made in excess of above requirements or due to stepping and sloping back as found

necessary, on account of conditions of soil and requirements of safety.

The rate shall include for clearing the site, surface dressing, making layout for road, fixing permanent

grid points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing

traffic lines and establishing bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of sides of the

excavated area, pumping out rain or surface water at any stage of construction so as to keep the

excavated area dry, to the satisfaction of the /Engineer-in-charge.

The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc.

including trimming to slope wherever necessary etc. complete.

In filling clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling

shall be paid. Consolidation to be done by mechanical compactor as per relevant item.

The rate shall be for a unit of one m3.

ITEM NO.10 :- Making hole on existing CI/DI/MS water pipe line including

nacessary GI fittings item also includes necessary excavation,

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

dewatering and refilling as per instruction engg. In charge

Mode of measurement Payment shall be given in No. basis.

ITEM NO.11:- Labour for change of GI water pipe line up to customer end.(in

Mode of measurementPayment shall be given in rmt . basis.

ITEM NO.12 :- Labour Work for temp Jodan of ex.line for running water supply incl

making collar between gap of pipe & jointing with jute & day after

removing all this as per inst etc.comp as dire.

Mode of measurement Payment shall be given in No. basis.

ITEM NO.12 :- Labour charges for doing washout of water pipe line at end including necessary

excavation refilling the pir. Allowing the water to flow for 15 minutes twice or

thrice as per site condition during supply hour, dewatering the pir and plugging

with existing wooden butch. etc. comp. as per instruction.

Mode of measurement Payment shall be given in No. basis.

ITEM NO.14 :- Supplying wooden taper bunches from jungle wood (Like limda,

Mode of measurement Payment shall be given in No. basis.

ITEM NO.15 :- P/S OF good quality of rubber rings for following dia meter.

Mode of measurement Payment shall be given in No. basis.

ITEM NO.16 :- Providing , Supplying and fixing ISI mark approved quality for ferrul

Payment shall be given in No. basis.

ITEM NO.17 :- excavation for foundation up to 1.5 mt. depth including sorting out stacking of

useful material & disposing of excavated stuff up to 50 mt. lead loose or soft soil

Payment shall be given in CMt. basis.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

ITEM NO:- 18 Conveyance charge of earth ,lime,murrum, building rubbish, manual

garbage, sludge, excavated rock ,fly ash,aggregate of any kind etc.

comp.up to 5.0 Km. lead.

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

average 5 km & up to 10 km distance as directed and shall be dressed as ordered by the Engineer, so

as not to cause any in convenience to the public or traffic. Failing which in view of public as safety and

traffic convenience the Corporation shall carry out the work by any other agency at the contractor's

risk and cost. If the instructions are not complied within 7 days from the date of order to cart the

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

risk and cost of the contractor and so claim or dispute entertained in this respect. Payment shall be

done in cmt. basis.

ITEM NO:- 19 Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20 cm. in depth consolidation

each deposited layer by ramming and watering

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

within average 5 km & up to 10 km distance as directed and shall be dressed as ordered by the

Engineer, so as not to cause any in convenience to the public or traffic. Failing which in view of public

as safety and traffic convenience the Corporation shall carry out the work by any other agency at the

contractor's risk and cost. If the instructions are not complied within 7 days from the date of order to

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

Corporation at the risk and cost of the contractor and so claim or dispute entertained in this respect.

Payment shall be done in cmt. basis

ITEM NO. 20 :- Extra rate over item of excavation of earth for excavation of asphalt pavement of

thickness up to 0.20 meter including demolishing the asphalt carpet,metal,soiling

etc.comp. with stacking the material as directed.b) 0.20 meter to 0.30 meter (By

Breaker Machine including cost of operator, fuel, & transportaion etc complete. c)

0.30 meter & above (By Breaker Machine including cost of operator, fuel, &

transportaion etc complete.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt

carpet, metal, soiling 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 soiling shall be first be

stripped off for the whole width of trenches. All the materials shall be separately deposited in such

places as may be 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 Dy.C.E. shall be final and binding to the

Mode of measurement: The rate shall be for a unit of Smt Basis

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

ITEM NO.21: Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery and for pipe line

excavation and M.H. work.Mode of measurement. Shall be on hours basis. Payment

shall be given for working hours on site

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.incharge , rate includes all

nece. shifting, fuel and operating charges and stacking of useful & non-useful materials separately up

to store. (No payment should be allowed for non working condition of machinery and for pipe line

excavation and laying work)

Mode of measurement. Shall be on hours basis. Payment shall be given for working hours on site

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to and fro

transportation, laying of the delivery hoses as required, lowering and lifting the

pumps as and when required etc. complete. Set Do As Directed. (No payment should

be allowed for non working condition of machinery ) Mode of measurement. Shall be

on HP/Hr basis.

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed

etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working

condition of machinery )

Mode of measurement. Shall be on shift basis.

ITEM NO.25 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 2000 mm centre to centre

or shall be concealed as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

materials. (As per Water SOR 2015-16Item no30(A) For detailed specification refer R

& B Dept. booklet for General Technical Specification for building works , Page no.

155 , Section.No. 24.1(A) &. 24.1(B). For 230 mm dia pipe the specification shall be

same as 24.1(B) except that the diameter of the pipe shall be 230 mm instead of

Mode of measurement: The rate shall be for a unit of Rmt. Basis

ITEM NO.26 :- 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.

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

Mode of measurement Payment shall be given in No. basis

ITEM NO :-27 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 traffic diversion & 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

Site protection charges incl sign board ropes,piplas etc.complete as directed by officer-in-

Mode of measurement The rate shall be for unit of nos.

Constructing Slab type M.H. Chamber of the following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size 1.00 X 1.40 meter (Inside Clear,M.H. length

should be parallel to the flow, for pipe dia <= 800 mm)

Mode of measurement The rate shall be for unit of nos.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and carting the same as directed.

Mode of measurement The rate shall be for unit of nos.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

ENGINEERING DEPARTMENT (CENTRAL ZONE)

Name of work: - bægÍtul sbtjvwh Jtuzolt behÍtvwh, swlt sbtjvwh <&t htgFz rJM<thbtk <&t yLg søgt yu vtKelt vtuÕgwNl

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

Sr. N. QTY Item Description Rs.) Per (in Rs.)

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

1 Joints shall be made tight & leak free etc. comp.

90 (B) 100 mm dia 72 Rmt

400 (C) 150 mm dia. 87 Rmt

2 Only Removing & recover of existing CI/DI pipe

line & Specials, removing any type of joint , carting it

to the Muni. Stores as & where directed as per

instruction of Engg. In charge with excavation &

500 (A) 80 mm dia 71 Rmt

600 (B) 100 mm dia 72 Rmt

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

80 (B) 100 mm dia 1580 No

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

40 (C) 150 mm dia. 1790 No

Labour Charges for removing and recover of ex.

C.I. Sluice valve with tail pieces and carting it up to

Muni.Store or site as per instruction of Engg. In

charge item include. necessary Excavation,

removing or making joints, refilling etc.comp. as

4 0 directed by Engg in charge.

40 (A) 80 mm dia 610 No

80 (B) 100 mm dia 830 No

20 (C) 150 mm dia. 1000 No

5 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

0 or night etc. complete.

60 (A) 80 mm dia 1260 No

80 (B) 100 mm dia 1620 No

20 (C) 150 mm dia. 1640 No

20 (D) 200 mm dia. 2750 No

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

6 600 instrucation of engg. incharge. 24 Kg.

7 Fixing of valve Road box incl .locating valve, nece.

excavation, Brick Masonary,PCC work. Item also

inclues cartring form AMC store to site. Etc.Comp.

40 as directed 500 Nos

8 Labour Charges for repairing the joint leakage in the

existing C.I./DI Pipe line with specials incl. required

materials such as jute and lead etc , nece.

excavation in any type of soil, refilling, nacessary

trust block etc.comp. as per instruction of engg.in

0 charge.(Joint reparied under this item should not

be paid in next four months under normal

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

90 (A) 80 Mm dia. to 100 MM dia. 425 Joint

50 (B) 150 Mm dia. to 250 MM dia. 500 Joint

9 Excavation for trail pit of maximum diamension of 1.5

mt x0.75 x 1.5 mt depth for location of existing line

including excavation but excluding cost asphalt

cutting but including refilling, watering etc. comp as

42 per instruction of Engg in charge. 250 No

10 Making hole on existing CI/DI/MS water pipe line

including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as

0 per instruction engg. In charge etc.comp.

400 A) 15 mm Dia 350 No

56 B) 20 mm Dia 450 No

100 C) 25 mm Dia 600 No

11 Labour for change of GI water pipe line up to

100 customer end.(in Muni.Limit) 35 Rmt.

12 Labour Work for temp Jodan of ex.line for running

water supply incl making collar between gap of pipe

& jointing with jute & day after removing all this as

250 per inst etc.comp as dire. 300 No

Labour charges for doing washout of water pipe line

at end including necessary excavation refilling the

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

13 400 butch. etc. comp. as per instruction 750 No

14 Supplying wooden taper bunches from jungle

0 wood (Like limda, ambo) Etc.comp.

150 (A) 15 Mm dia. to 20 MM dia. 15 No

150 (B) 25 Mm dia. to 37 MM dia. 20 No

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

50 (C) 50 Mm dia. 100 No

50 (D) 80 mm dia to 100 mm dia line 350 No

30 (E) 150 mm dia 500 No

15 P/S OF good quality of rubber rings for following

15 (A) 80 mm dia 25 No

80 (B) 100 mm dia 50 No

30 (C) 150 mm dia. 60 No

10 (D) 200 mm dia. 105 No

16 Providing , Supplying and fixing ISI mark approved

quality for ferrul connecting to existing CI/DI pipe line

0 of water tight joints per inst.of engg. in charge

50 (A) 15 mm dia 250 No

30 (C) 25 mm dia 550 No

17 Excavation for foundation up to 1.5 mt. depth

including sorting out stacking of useful material &

disposing of excavated stuff up to 50 mt. lead loose

193.001 or soft soil 67.2 Cmt.

Conveyance charge of earth ,lime,murrum, building

rubbish,manual garbage,sludge,excavated rock ,fly

ash, aggregate of any kind etc. comp.up to 5.0 Km. 140.3 Cu.

18 200 lead 7 M

19 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidation each Cu.

50 deposited layer by ramming and watering 79 M

20 Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness up to

0.20 meter including demolishing the asphalt

carpet,metal,soiling etc.comp. with stacking the

0 material as directed.

300 a) up to 0.20 meter thickness (By Manual) 80 smt

b)Up to 0.30 meter (By Breaker Machine including

100 cost of operator, fuel, & transportation etc complete. 200 smt

c) 0.30 meter & above (By Breaker Machine

including cost of operator, fuel,& transportation etc

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for

21 40 break down work) 600 hr

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.incharge , rate includes all nece.

shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

(No payment should be allowed for non working

condition of machinery and for pipe line

22 20 excavation and laying work) 600 hr

Hiring and operating Mud Pumps incl. Cost of fuel

and operator including the cost of to and fro

transportation, laying of the delivery hoses as

required, lowering and lifting the pumps as and when

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working H.P/

23 25 condition of machinery ) 16 Hr.

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set,

No payment should be allowed for non working

24 50 condition of machinery ) 600 Shift

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 2000 mm centre to centre or

shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost

25 0 of all materials.

a 80 15 mm 84.9 Rmt.

b 80 25 mm 107 Rmt.

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

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.

26 0 comp. as directed.

60 Mazdoor at day /night 329 No

50 Fitter at day / Night 350 No.

30 Makadam/ supervision/Fitter at day / Night 425 No

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 traffic diversion &

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

27 150 break down work from start to complete) 90 Rmt

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for

shaft) in CM 1:3, finishing with cement slurry, P/F

mm dia M.S.Steel HDPE coated steps 35 cm c/c at

35 cm staggered in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including Cantering

& reinforcement (double jalli at 15 C.M. c/c

bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size 1.00 X

1.40 meter (Inside Clear,M.H. length should be

28 0 parallel to the flow, for pipe dia <= 800 mm)

a 1 1.00 to 2.00 meter depth, (Slab at Ground level) 11399 No.

29 Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing MH sheet

cover, removing the debris from MH and carting the

0 same as directed.

a 20 (A) up to 0.15 mt. (@ Two Coarse) 820 No.

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

b 18 (B) up to 0.35mt. (@ Four Coarse) 1300 No.

c 15 (C) up to 0.65 mt. (@ Seven Coarse) 2010 No.

d 0 (D) up to 0.90 mt. (@ Ten Coarse ) 2420 No.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 49 of