Annual tender for works in the Shahibag Ward in madhupura area of the Central Zone, including: modifying and upgrading connections on existing, long-standing CI/DI and MS-material water trunk lines resolving daily complaints received via the online CCRS module; and—under the (70:20:10) scheme utilizing budgets allocated by the Hon. MLA, Hon. MP, Hon. Municipal Councilor, Hon. Mayor, and others—laying new water lines in private societies, repairing leaks, transferring connections, rectifying low-pressure issues, and carrying out necessary civil works. (Annual rate Tender).

Name of work:- Annual tender for works in the Shahibag Ward in madhupura area of the

Central Zone, including: modifying and upgrading connections on existing, long-

standing CI/DI and MS-material water trunk lines resolving daily complaints

received via the online CCRS module; and—under the (70:20:10) scheme utilizing

budgets allocated by the Hon. MLA, Hon. MP, Hon. Municipal Councilor, Hon.

Mayor, and others—laying new water lines in private societies, repairing leaks,

transferring connections, rectifying low-pressure issues, and carrying out

necessary civil works. (Annual rate Tender).

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work Annual tender for works in the Shahibag Ward in madhupura

area of the Central Zone, including: modifying and upgrading

connections on existing, long-standing CI/DI and MS-material

water trunk lines resolving daily complaints received via the

online CCRS module; and—under the (70:20:10) scheme utilizing

budgets allocated by the Hon. MLA, Hon. MP, Hon. Municipal

Councilor, Hon. Mayor, and others—laying new water lines in

private societies, repairing leaks, transferring connections,

rectifying low-pressure issues, and carrying out necessary civil

works. (Annual rate Tender)

2 Estimated Tender Amount Rs.29,50,000.00 (EXCLUDING OF GST) GST WILL BE PAID EXTRA BY

AMC/AUTHORITY AT PREVALLING RATE TO THE CONTRACTOR

3 Tender fee Rs.1,500.00

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

4 Time Limit 18 Months (Exluding Monsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E1” 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. 29,500.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

18 GST condition This rate shall be without GST. As Per New slab GST 18% Additional

paid when finally estimate approval. as per circular no.38

19 Penelty Clause AMC Online modules ccrs complain with in sla time limit to work any

how completed, if not completed and indicate after converted to

beyond Sla in this case a penelty will have to be paid in deposited in

Amc. Penalty Clause mention for your knowledge at page no.60 &

• 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

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

Date: 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 :- Annual tender for works in the Shahibag Ward in madhupura area of the

Central Zone, including: modifying and upgrading connections on existing,

long-standing CI/DI and MS-material water trunk lines resolving daily

complaints received via the online CCRS module; and—under the (70:20:10)

scheme utilizing budgets allocated by the Hon. MLA, Hon. MP, Hon. Municipal

Councilor, Hon. Mayor, and others—laying new water lines in private societies,

repairing leaks, transferring connections, rectifying low-pressure issues, and

carrying out necessary civil works. (Annual rate Tender)

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

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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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.

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 as per Notice Inviting Tender having in Road Works in PWD

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

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

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

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

debarring from AMC 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

3% of the Contract Price valid for the period of valid till 90 days beyond Date of completion of

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

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

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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.

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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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(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt

vîr< y&Jt rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu c>ÕGþ / c>Õgt ntug.

(3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

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

(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:

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(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.

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

mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu

awfJJtbtk ytJNu lrnk.

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 yjd yjd ykkœtsle bkkswhe bégu&e btºt rmJej ftbdehelt ftb

«btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

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

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

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

(11) y:- awfJKe:-

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

c^u NY fhJw vzNu.

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

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

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

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

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

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

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

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

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

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

fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

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

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

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR

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

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

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl

fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle

hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

W<thJtltu <ubs dtuXJJtltu hnuNu.

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

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

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

rlgbtulw vtjl fhJtlw hnuNu.

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

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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK

yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

(27) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg

Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

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

ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

(29) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg

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

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu >hhtus

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu

Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk

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

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

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

ytvJtbtk ytJNu.

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lkk.38, <t.21/11/2022 <&t

mûtb m<tle b¤uj bkkswhe bwsc Syumxe rmJtg dK<hebtkk juJtbt ytJuj <&t «Jo<btl

rlgb bwsc Syumxe awfJJt vtºt &Nu. su ægtlu jR <btb rczomu xuLzhtu ChJtlt hunNu.

(35) mœh xuLzh ykk<od<olt ftb mkkjøl y.Bgw.ftuvtuo.btkk «Jo<btl <btb rlgbtu/mh¾gwjhtu jtdw

vzNu, <ubs JF<tu JF< &lth mw^thtytu vK jtdw vzNu. suule ltuk^ jR xuLzhtu ChJtlt

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

(36) mœh xuLzh yu.yth.me. «fthlw Au ytvlu mtukvJtbtkk yuxju fu ytv îtht ChJtbtkk ytJuj

ftbdehelt sÚ&t bwsc mbg bgtoœt lffe fhe su <u mûtbm<tle yjd yjd ykkœtsle

bkkswhe bégu&e Jfo ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk ftbdehe vqKo fhJtlw awM<

vKu vtjl fhJtlw hunNu.

(37) mœhnw ftbbtkk Jtuzobtkk sYhegt< bwsc ytuAtbtkk ytuAe xuLzhle Nh< bwsc bkkswh &lth

xuLzh vife yjd yjd ykkœtsle bkkswhe bu¤JJtbtkk ytJ<e ntuR, ytuAtbtkk ytuAe yuf mt&u

œN søgtyu sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe,

bxehegÕm <ubs ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto

vqJuo ytdtu<Y ytgtuslle <igthe mt&u ftbdehe fhJtle &tg Au.

yufhthlwk Vtubo

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

yb>tJt> BGþrlrmrvj ftuvtuohuNl

bægÍtul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau

"yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE

ytExbltu CtJ J^thtu ytvJtbtk ytJNu lrn. yuf s ftuLx[tfxhu yuf søgtyu <btb ftbdehe

vtKe, z[ulus, vuJ´d, heEMxuxbuLx rJ. <btb ftbdehe fhJtle Au. yBþf JF<u btºt vtKelt

Ôgrf<d< flufNltu s c>jJtlt «mkdtu WCt &Nu ylu yBþf JF< btºt bulntuj/ auBchlu Vh<u

fta ltkFuÕþk ÃjtMxh fhJtLþk &tg <uÔþk vK clNu. yBþf søgtyu swlt vÚ&h s VheJth heEMxux

fhJtlt &Nu fu btºt ytMVtÕx htuz d{tWxed - heEMxux fhJtltu &Nu. <uJe >huf ytExbbtk J^^x &tg

fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle

hnuNu lrn fu CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf

mt&u yluf søgtytuyu ftb fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu

s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t

l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt Yt. 250.00le

J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk ytJNu."

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

TECHNICAL SPECIFICATIONS:

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

Providing FoR Cost of Materials & supplying at Materials

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in

Position complete upto floor two level (R & B Building SOR 21-22 Item no. 5.4.11 I.code 05014C)

P/F dead shuttering for slab, beam etc.

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

Jute (Spun Yarn) (AMC central Store i.code 18940001 rate as on dated 21.02.2023)

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

MS Plate (as per building SOR)

MS Blank flange

THE RATE SHALL BE FOR A UNIT OF KG

Hiring and operating the 20 KV 3 Phase Electric Generator for operating SHIFT

desilting machinery and lighting and other requirements with Arranging

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

Rent of Welding machine per shift ( SHIFT

Rent for Grinder machine per shift SHIFT

Gas Cutting set per shift SHIFT

Oxygen bottle NO

Rent of Tools & Other Charges SHIFT

Rent of Chain pulley block & Tripod SHIFT

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

Providing For Masonry & RCC Work

M-Seal 100 gm pack NO

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

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

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

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

Brick (As per building SOR I.code M166) NO

ITEM N O.03 P ROVIDING AND LAYING CONTROLLED CEMENT CONCRETE M.200 AND CURING COMPLETE EXCLUDING THE

COST OF FORMWORK AND REINFORCEMENT FOR REINFORCED CONCRETE WORK IN (A)F OUNDATIONS , FOOTINGS , B ASE OF

COLUMNS AND MASS CONCRETE (B UILDING SOR 21-22 I.NO .5.8.2 I.C ODE 05024AA)

THE RATE SHALL BE FOR A UNIT OF CMT

Item No. 4 & 5: 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.

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

Instruction of engg. In charge.

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

Item No. 07: 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.

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

Refer Specification of Iteam No.

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

Item No. 08: Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium

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

ceiling and floor..

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

Item No. 9 Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following

dia. including fittings of standard make as approved by Engineer

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

The Mode of m easurement and rate shall be given as per one running meter basis.

Item No. 10 Extra Rate Over Item Of Excavation Of Earth For Excavation Of Asphalt

Pavement / RCC Of Thickness Upto 0.20 Meter Including Demolishing The Asphalt

Carpet,Metal,Soiling/Cutting Reinforcement Etc.Comp. With Stacking The Material As

Directed. Sub:-

A) Upto 0.20 Meter Thickness (By Manual). & (b) & C

Extra rate for excavation of asphalt payment / RCC of thickness upto 0.20 meter

including demolishing the asphalt carpet, metal, soiling, cutting reinforcement 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 C.E. shall be final and binding to the

The Mode of measurement and rate shall be given as per one square meter basis.

B) 0.20 Meter To 0.30 Meter Thickness (By Breaker Machine Including Cost Of Operator,

Fuel, & Transportaion Etc Complete.

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

Extra rate for excavation of asphalt payment / RCC of thickness from 0.20 meter to

meter including demolishing the asphalt carpet, metal, soiling, cutting reinforcement etc. complete

with stacking the materials as directed. For detailed specification refer item no.

The Mode of measurement and rate shall be given as per one square meter basis.

C) 0.30 Meter & Above (By Breaker Machine Including Cost Of Operator, Fuel, &

Transportaion Etc Complete.

Extra rate for excavation of asphalt payment / RCC of thickness 0.30 meter & above including

demolishing the asphalt carpet, metal, soiling, cutting reinforcement etc. complete with stacking the

materials as directed. For detailed specification refer item no.

The Mode of measurement and rate shall be given as per one square meter basis.

Item No. 11: Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item

also includes necessary excavation, dewatering and refilling as per instruction engg. In charge

etc.comp.(a) To (f)

Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as per instruction engg. In charge etc.comp.

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

Item No. 12: Transporting from AMC store and laying spigot and socket New DI pipe line DI-

k-9 pipes of various classes with CI/DI/MS specials of following diameters. Rate includes

excavation up to minimum 1.0 mt. depth from top of pipe / as per requirement in any soil,

refilling after laying pipe, covering and temptation of carting surplus earth up to 30 mt.

lead and watering and compaction. Clearing the site. All Joints shall be made tight & leak

free etc. comp.

(a) 80 mm Dia Pipe.

(b) 100 mm Dia Pipe.

(c) 150 mm Dia Pipe.

(d) 200 mm Dia Pipe.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

This Specification covers the requirements for collecting from Municipal

Stores or contractor’s stack yard transportation of cast to work sites lying

jointing and field testing of cast iron pipes and fittings for the water

distribution Network.

Various operations such as transport to work sites lowering in trenches layin g

jointing and field testing of cast iron pipes and fittings shall comply with all

currently applicable standards. In all cases the latest revision of the standards

shall be referred to. If requirements of this specification conflict with the

requirements of the standards this specification shall grove.

a) IS: 1538 Specification for cast ion fittings for Pressure pipes for

water gas and sewage.

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

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

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 s teadying ropes of by any other means. Padding s hall be

provided between coated pipes fittings and skids to avoid damage to the

coating Suitable gap between pipes should be lift at intervals in order to

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

should be taken regarding orientations pipes while unloading. As far as

possible pipes shall be unloaded 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 s hows 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

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

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

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.

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

permiss ion 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 s hall 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 be observed.

General lighting for works site, warning lights, sign boards, f encing etc. shall

be provided by contractor at his own cost.

Suitable fencing shall be provided along the s ides of trenches and pits. The

post of the fencing shall be of timber s ecurely fixed in the ground not more

than 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. The above work shall not be paid for separately and the

contractor shall take into account the costs of such works and quote

Whole work shall be completed within 24 hrs. by parts or whole work so that

water supply from AMC shall not be disturbed.

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

shall have the width and depth as required and as directed. The Contractor

shall provide necessary slopes to a safe angle or steps as required or directed

at his own cost No extra payment shall be made for such precautionar y

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

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

longitudinally and trans versely 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 on 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 s hall 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.

Dis posal of the Excavated Stuff:

The excavated stuff of the selected type shall be used for filling the trenches

and plinth or leveling the ground in layers including ramming and watering

etc. complete. The Contractor shall remove the balance of the excavated from

the site of work to a place as directed within a lead unto 50mm and for all lift.

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

of foundation shall be cleared of all dedans brick bats mortar dropping etc.

and filled with earth in layers not exceeding 15 cm each layer shall be

adequately watered rammed well and consolidated before the succeeding layer

is laid. The earth shall be rammed with iron rammers where feasible and with

the butt ends in layer of crowbars where rammer cannot be used. The plinth

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

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 24 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 may be either excavated stuff of selected materials brought

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

The space between foundation masonary 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 respons ible for any settlement during passage of time

of during monsoon and the same shall be refilled with stuff brought from the

outside if necessary.

The process of refilling brunches in plinth watering ramming shall be carried

out in such a way as not to danger to pipe line for foundation footing plinth

well etc. already laid or built up.

If watering is not done by contractor with its own arrange meant waterin g

charges at 20% of this item rate shall be deducted f rom the bill against this

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

The rubber ring shall be stored in a cool dark dry and dust free environment.

The storage shall not be exposed to direct sunlight or any heat radiating

appliance. The rings shall not be allowed to come in contact with any fuels

and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring.

The size of pipes for which they are to be used the manufacturer’s name or

trademark and the month and the year of manufacture.

The rings shall comply with IS 5382 regarding their material finish tolerance

in dimension and physical requirement.

The rubber rings s hall 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

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 maed. 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:

Spun yarn s hall 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)

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

Note: Under s pecial circumstances the Engineer-in-charge may

decide the quantities of spun yarn depending upon the site

The quantity of different diameters of C.L. pipes and fittings

shall be as follows:

QUNTITIES OF LEAD YARN FOR DI FFERENT SI ZES OF PIPES

Note: The quantities of lead given are provisional and a variation of

percent is permissible either way.

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 j oint 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 burnt out and repaired.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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

of the pipe shall be dammed with clay to from a pouring lip to provide for

filling the joint flush with the face and to the top of the socket.

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

of the joint space by running in molten lead, taking care that no dross enters

the joint and then thoroughly caulking the lead. The spun yam shall be used to

center the spigot in the socket and to prevent the flow of molten lead into the

bore of the pipe.

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

Caulking of joints shall be done after a convenient length of the pipes has

been laid and leaded. The leading ring shall first be removed and any lead

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

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

caulking tools of increasing thickness and hammer of 2 kg. Weight Lead run

joints shall be preferably finished 3 mm behind the socket face. The joints

shall not be covered till the pipe line has been tested under specified

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

to prevent expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of

foundation etc. in layers not exceeding 20 cams. In depth consolidating each

deposited layer by ramming and watering.

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

trenches up to plinth level or ground level with excavated stuff selected soil

brought from outside.

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which filling is to be

done shall be cleared off all grass loose stones rubbish of all kinds brick bats

as well as tress roots etc.

They s hall be well watered before stuff is laid.

Removing & recover of existing CI/DI pipe line. Carting it to the

municipal Stores as per instruction of Engg. I n charge.

These items relates to recovering of existing water pipe line of any material

and any dia. Which includes recovered the existing pipes from trenches

including all fittings and valves. Materials should be stacked and carted from

site to the AMC stores as directed by Engineer in charge. Recovering of pipes

and fittings specials and valves with tail pieces shall be so that min. damage

in pipe lines and no damage shall be in fittings and valves. Rate also includes

chiseling and cutting of serviceable pipe end with necessary tools &

equipments and then after recover pipes shall be credited into store s o that

serviceable pipes shall measure in rmt. And scrapped or damaged pipes or

broken pieces shall be measured in kg.

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

Laying of pipes and fittings/specials

All precautions shall be taken during excavation and laying operations to

guard against possible damage to any existing structure/ pipeline of water,

gas, sewage etc. After excavation of trenches, pipes shall not be lowered

unless the dimensions of trenches and bedding work for pipes at the bottom of

the trenches are approved and measured by Owner/Engineer. Pipes and

fittings/specials shall be carefully lowered in the trenches. Special

arrangements such as cranes, tripods with chain pulley block for lowering the

pipes and fittings/ specials shall be made by Contractor. In no case pipes and

fittings/ specials shall be dropped. Slings of canvas or equally non-abrasive

material of suitable width or special attachment to fit the ends of pipes and

fittings/ specials shall be used to lift and lower the coated pipes and

fittings/specials. The pipes and fittings/specials shall be inspected for defects

and be rung with a light hammer preferably while suspended to detect cracks.

If doubt persists, further confirmation shall be done by pouring a little

kerosene/dye on the inside of the pipe at the suspected spot. No sign of

kerosene/dye should appear on the outside surface. Pipes and fittings/specials

damaged during lowering or aligning shall be rejected by Owner/ Engineer.

All the pipes are to be laid perfectly true both in alignment and to gradient

specified. In case of spigot and socket pipe the socket end of the pipe shall

face upstream, except when the pipelines runs uphill in which case the socket

ends should face the upgrade. The lying of pipes shall always proceed upgrade

of a slope. After placing a pipe in the trench, the spigot end shall be entered

in the socket and the pipe forced home and aligned to required gradients. The

pipes shall be secured in place with approved backfill material tamped under

it except at the socket. Pipes and fittings/ specials which do not allow a

sufficient and uniform space for joints shall be removed and replaced with

pipes and fittings/ specials of proper dimensions to ensure such uniform

space. Precautions shall be taken to prevent dirt from entering the jointing

space. At times when pipe laying is not in progress, the open ends of pipe

shall be closed by a watertight plug or other means approved by Owner/

Engineer. During the period that the plug is on, the Contractor shall take

proper precautions against floating of the pipe owing to entry of water into

the trench. Wherever it is necessary to deflect pipe form a straight line, either

in the vertical of horizontal plane, to avoid obstruction or where long radius

curve are permitted the deflection allowed at joints shall not exceed 2 1/2o. In

case of pipes, with joint to be made with loose collars, the collars shall be

slipped on before the next pipe is laid. The pipes shall be laid such that the

marking on pipes appears at the top of the pipes.

The cutting of pipe for inserting valves, fittings or specials shall be done in a

neat and workman like manner without damage to the pipe so as to leave a

smooth end at right angles to the axis of the pipe. For this purpose, pipe-

cutting machine shall be used.

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

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

Item No. 13: Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of pipe & Specials

from Inside, including excavation, refilling etc. comp. in line

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

Refer Specification of Iteam No.

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

Item No. 14 Labours charges for collecting specials from Municipals store loading

transportation, unloading to the site, laying and fixing CI specials inclusive of all jointing

materials like lead, spun etc.and labour, exacavation re-filling and nece. dewatering as per

instrucation of engg. incharge.

Refer Specification of Iteam No.

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

Item No. 15: Labour charges for installing and jointing Sluice Valves including loading, transporting

from owner's store, lowering in location to the required with excavation refilling alignment by

crane/ tripod and chain block including cost of total nos. of nuts, bolts, Necessary gaskets and

excluding fixing of tail pieces with lead & jute etc complete as directed by Engg. in charge.

Refer Specification of Iteam No.

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

Item No. 16 Cutting of existing pipelines of following diameters including carting of nece.

specials from AMC store to site and from site to AMC store (recovered materials) nace.

labours for excavation, jodan & backfilling fitter, supervisor, etc. complete. Rate also

includes electric cutter, dewatering pump fuel and transportation of machineries, chain

pulley block if requires working at an instructed specific time of day or night etc. complete.

Refer Specification of Iteam No.

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

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

Item No. 17 Supplying, Labour For Excavation Of All Types Of Soil At Any Depth Including

Excavation Of Asphalt Pavement Of Any Thickness, Demolition Of Brick Work In Cm Of Any

Proportion Including Stacking Of Serviceable Materials And

Disposal Of Unserviceable Material Etc. Comp. As Directed.

Labour shall be supply for full shift duty, minimum & hours without recess

time also Mukardam, Supervision should be provided for full shift duty without

recess tim e no labour should be allowed below 18 years as per labour act, in all

sites. All labours should be fit for such type of break down work for day & night if

labours not done work properly as reqd. labour should be removed from site. It

more then 10 labour on site per day contractor must have labour licence.

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

Item No. 18 Dewatering by pumping set of required capacity including

temporary platform carting pum ping at site and f ixing the same in position

including all accessories, and f uel and labour etc. Complete (A) Pum p set

The Mode of m easurement and rate shall be given as per HP/Hr. basis

Item No. 19 Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as per instruction

of engg.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)

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).

The Mode of m easurement and rate shall be given as per one hour basis.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

ITEM NO. 20 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

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

allowed for non working condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work)

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 break

The Mode of m easurement and rate shall be given as per one hour basis.

Item No. 21 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.

It includes excavation in any length, breadth & depth for locating existing

pipe line or valve of any Diameter as per instruction of site in-charge.

Measurement paid in one no.

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

Item No. 22: 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

Labour charges for doing washout of water pipe line at end including

necessary excavation refilling the pit. Allowing the water to flow for

minutes twice or thrice as per site condition during supply hour, dewatering

the pit and plugging with existing wooden butch. etc. comp. as per instrucion

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

Item No. 23: P/S OF good quality of rubber rings for following dia meter.

This Specification covers the mentioned supply item s from open market &

supplied at an municipal store or site of work.

APPLICABLE CODES :

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

IS: 638 Specification for sheet rubber jointing and rubber inserting

IS: 5382 Specification for rubber sealing ring for Gas mains water and

The Mode of measurem ent and rate shall be given as per one number basis.

Item No. 24: Supplying wooden taper bunches from jungle wood (Like limda, ambo)

The wooden taper plug should be made from country wood as per the sample and

suitable to the / dia of pipe and should be free from cracks.

The size of wooden plug should the plug can easily entered in pipe and fixed

properly with the connection of pipe so that water m ay not teak through plug and

can easily removed as and where required.

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

Item No. 25 Labour charges f or repairing of slui ce valve / ref lux valve

including m aterials, labours and testing etc.,complete (B)Replacing of

Glan packing only

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

Item No. 26 Providing, laying and jointing glazed stoneware pipes including excavation

upto 2 mt. refilling, transporting pipes to work site, unloading, lowering in trench, laying

and jointing pipes including all jointing materials such as cement, sand, hemp bitumen as

directed, including watering the trenches spreading and carting away of surplus earth

within 100 mts. lead as directed etc. complete.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

The pipes shall be of best quality stone ware pipes. The pipes shall be of approved quality

and make and shall be brought on site after approval. (The pipes shall be laid in grade as per

instruction) contractor shall have introduced bills for standard pipes.

The joints shall be done in cement prop. (1 : 1) (1 part cement : 1 part sand) using spun yarn

dispend in hot asphalt and caulking tools. The hydraulic pressured test shall be given be the

contractor for testing pipes and jointing. No. trenches shall be filed without the approval of

the Engineer in charge.

The rate of the pipes work are inclusive of excavation and refilling. The excavation etc. shall

be done as follows:

The sewer trench shall be excavated to the alignment and gradient as per instructed. In all sorts soil

including masonary asphalt roads and wet excavation . The sewer excavation shall be commenced at

the downstream end of the sewer and be continued up to the gradient as directed. The trench shall

not open more than 60 meters in advance of the completed sewer only when directed by the

Engineer in charge looking to the progress of the work in obtaining the formation of the bottom of

the trenches the usual methods of suing sight rails and bonning roads shall be adopted during the

whole of the process. The center line of uniform height shall be carried clearly on each rail.

The depth of the excavation and invert of the sewer shall be checked by means of bonning road of

appropriate length and also straight edge.

The bed of the trench be shall well remmed before starting laying of sewer lines and cement concrete

and masonary work. Where trenches are deep in bad grounds the sides shall be supported by suitable

timbering of shorting work looking to the nature of soil near big or important structures, the sides of

the trenches shall be closely and securely timbered. If any settlement of the building is anticipated

the timbering shall be left in the ground. The various materials excavated shall be separately stacked

so that in refilling the may be re-laid on the same order as before and least possible damage shall be

done carpet on the public roads and private properties. Surface covering consisting of asphalt carpet

shall be kept on one side and preserved for reinstatement. The excavated earth shall not heaped near

the trenchers so as to caused unnecessary obstruction along the pulling inspection, trenches etc. shall

be tunneled under only as necessary. The side of the trenches shall be nearly vertical and plumb &

red light shall be placed at each end at intervals as instructed and further protested by rope fence.

Necessary caution boards shall also be erected and diaced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not placed nearer

than 3 meters from the outer edge of the excavated trench. The utmost shall have to be taken in

refilling the trenches so that no damage may be done no sewer no lump shall be allowed to be put

around the sewer. The remming of the filling shall be done and well watered. The surplus earth shall

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

be removed directed within 30 meters lead. The measurement of the work shall be exact length and

width of the trench as specified or as per City Engineer instruction and depth shall be measured

vertical as per section up to invert or the pipe lind The Engineer in charge reserves the right of extra

excavation on either side if considers necessary for the safely of the work. The bottom and sides of

the trench shall be dressed in level and plumb in all directions before any concrete laid. In case the

excavation is done deeper than required no filling shall be allowed to bring the formation to proper

level but contractor shall have to lay cement or lime be concrete of filling or other acceptable

materials as directed by engineer at contractor won cost so as to come to proper information, in case

bas formation are met with the work shall have be done as per instruction of engineer necessary

arrangements for watering trenches must be provided be contractor and without proper watering

trenches will not be allowed to be tilled to further. Contractor shall have to make arrangement for

access to invert of the sewer and for inspection of the ware as ordered by the Engineer.

In case no work shall be done at night or on Sundays & other holidays and during the recess time

except in and other holiday the case of bad grounds such as running sand where the work must be

executed various day night without interruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in the

opinion of Engineer required to be charged in location shall be supported and protected from injury

by the contractor. The contractor shall be liable to pay all damages to water pipe, drains electric and

telephone cables and to private property during the execution of this contract and the same will be

recovered from the running bills or the deposit of work whenever it becomes necessary in the

opinion of the Engineer in charge location of any existing sewers drains etc. not otherwise from in

these specification the contractor shall do the work of making such change and the work shall be paid

for as extra work. All places of public utility etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side slopes done without prior approval of the

Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the same shall be given

after approved by Engineer in charge. The rate for excavation for easy jointing and caulking nothing

extra shall be paid for this. Refilling of trenches shall be done only after the grade of line and

hydraulic test practicable of the lines are checked and approved of and order given by the Engineer in

charge. The refilling shall be accompanied by through watering the layers of 0.50 metrs. Further

refilling shall be done there after and process should be repeated till trenches are completely refilled.

Temping and ramming with rammers shall have to be done at all place of important work where

ordered by Engineer in charge. After the trench is give the trenches shall have to be refilled within

days with complete watering. If the contractor fails to do watering satisfactory corporation shall get it

done at the risk and cost of the contractor with or without giving any notice and the expenses

incurred in doing so recovered from the contactor either in cost or from his payment through bills.

The Mode of m easurement and rate shall be given as per one running meter basis

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

Item No. 27 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

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 measurement and rate for item shall be given as per one number

Item No. 28 Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers

in sub- base / base course on well prepared surface and compacting with plate compactor

to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared

surface and compacting with plate compactor to achieve the desired density

For detailed specification refer latest edition of MoRTH.

The Mode of measurement and rate shall be given as per one cubic meter basis..

ITEM NO :29 To provide Tractor with Hydraulic Trolley, driver with fuel, to carryout different

works during day/night for 12 Hrs. Shift. Work shall be carried out as per the

instructions of Engineer In-Charge. No extra charged shall be paid for night shift.

This item relates to provide Tractor with Hydraulic Trolley, driver with fuel, to carryout

different works during day/night for 12 Hrs. Shift. Work shall be carried out as per the

instructions of Engineer In-Charge. No extra charged shall be paid for night shift.

M/s. shall be on Shift. basis.

Item No. 30 Barricadding The Entire Break Down Or Excavated Area On Rental Basis Using

Wooden Ballies / M.S.Angles At Max. 2.00 Meter Center To Center, C.G.I. Sheet, Reflective

Paint Out Side To Avoid Accident & For Smooth Traffic Diversion & Movement Including

Cautionary Board Etc...The Same Shall Be Removed After Compleion Of Work.

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

Barricade, Erection of a temporary fence wall to segregate the existing area from the

RCC road construction site. The fence shall be at least 1.2 m high and should efffectively

barricade the site from Road. The fencing shall consist of new C.G. I. sheets supported

appropriately by pipes horizontally as well as vertically. Verticles shall be fixed to base plates

of atleast 300x300 mm to rest on firm ground. if necessary, inclined props to be intervals to

make the fence stable.

The Mode of measurement and rate shall be given as per one running meter basis.

Item No. 31: Reinstatement of Asphalt road/any kind of paving/flooring using the same

The Mode of measurement and rate shall be given as per one sq meter basis

Item No. 32: Providing , Supplying and fixing ISI mark approved quality for ferrul

connecting to existing CI/DI pipe line of water tight joints per inst.of engg. in charge.

Providing , Supplying and fixing ISI mark approved quality for ferrul connecting to existing

CI/DI pipe line of water tight joints per inst.of engg. in charge.

The Mode of measurement and rate shall be given as per one number basis

Item No. 33 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.

(a) Up to 0.15 mt. (@ Two Coarse)

(b) up to 0.35mt. (@ Four Coarse)

(c) up to 0.65 mt. (@ Seven Coarse)

Raising/ Lowering Of Existing Mh/Catch Pit up to surface road level removing old brick

masonry up to 0:30 m costs. Masonry in C.M. 1:5 with cement plaster inside and outside up to 0.30 m

incl. Fixing etc. comp. As dire of the officer in charge of work.

This item relates to repairing existing manhole of any size with removing first existing seat & cover

including demolishing existing loose masonry work up to from GF level to 0.30 mt. depth & upto same

height brick work in CM 1:5 shall be completed & after completion of brick work plastering work in

CM 1:3 shall also be done. After completion of brick work & plastering same manhole seat & cover

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

The Mode of measurement and rate shall be given as per one number basis.

Item no 34 Repairing damaged I.C./ Raising 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 chamber sheet

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

Repairing damaged I.C./ Raising 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 chamber sheet

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

The M/s shall be on No. basis.

Item No. 35: 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.

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.

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

Item No. 36 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 im mediately from the site of work

to a place within 5km. distance or as directed and ordered by the Engineer, so as

not to cause any inconvenience to the public traffic finding which in view of public

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

completed within 7 days from the date of order to cart the surplus materials and

clear the site, the sai d work shall be carried out by the Municipal Corporation at

the risk and cost of the contractor and no claim or dispute shall be entertained in

If the filling in trenches after settlement of the earth filling in trenches is to be

done and the same shall be carried out by the contractor without asking any extra

rate. The contractor shall have to cart the surplus earth after the trenches we will

watered and refilled with the sand. The rate of carting including carting of

brickbats, metal, rubble vegetable and garbage, if necessary to clear the road

The Mode of m easurement and rate shall be given as per one cubic m eter basis.

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

Item No.37: Dismantling of any type of tiles/flooring work including striking of serviceable

material and is of unserviceable materials with all leads and lift.

Demolishing work shall be carried out as per instructions given by the Engineer in charge.

Demolishing of stone slab pavement or any other type of paving, proportion of cement or lime,

sorting out materials, carting them up to lead of 60 mts. & Stacking the different materials separately

as directed by the Engineer in charge of work. The work shall be done carefully.

The Mode of measurement and rate shall be given as per one square meter basis.

Item No.38: Labour Work For Fixing Any Kind Of Paving With Cement Pointing In Cm 1:2,

Including Watering, Ramming Etc Comp. As Dir.For PavementSub:-(A)Laying On Sand

Bedding As Per Requirement To Fix The C.C.Block / Nibhada Stone In Line & Level

Nimbhada stone of ordinary quality. paving on 37 mm to 50 m m thick/C.C. block of

size 45 x 30 x 4. Shall be used of app. quality on average 5.00 cm. thick sand

bedding incl. cement pointing in prop. of C.M. 1:2 . Nece ssary watering curing etc.

up to 7 days shall be done.

Necessary excavation shall be done to the reqd. depth & level & grade as shown to

the contractor. The foundation bed should be watered and consolidated before the

bedding is laid.

The surplus earth shall be removed by the contractor within in a lead of 30 mts as

instructed & dump will be leveled by the contractor. The sand shall be clear &

The stone shall be laid in line level & gradient reqd. No part of stone shall be laid

projected. The joint shall be ¾” mm thick. Staggering of the joint shall be provided

if so instructed.

For pointing of all the joints shall be racked out to full depth while the m ortar has

not set during the laying of stone. The joint shall be pointed with neat cement so

that the surface may be sm ooth & flush with the slab. Watering shall be done for

days. For cement pointing C.M. shall be one part of cement and two parts of sand

to full depth etc. complete as required as directed.

The Mode of m easurement and rate shall be given as per one square m eter basis.

Item No. 39 Supplying And Fixing Nimbhada Ladi 37 To 50 Mm Thick For Walk-Way,

Covering The Activity Of Excavation, Ramming, Laying On Sand Bedding As Per

Requirement To Fix The Nibhada Stone In Line & Level With Cement Pointing In Cement

Mortar 1:2 Etc Complete As Directed.

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

Nimbhada stone of ordinary quality paving on 37 mm to 50 mm th. shall be used of

approved quality on average 5.00 cm. thick sand bedding incl. cem ent pointing in

prop. of C.M. 1:2. Necessary watering curing etc. up to 7 days shall be done.

Necessary excavation shall be done to the reqd. depth & level & grade as shown to

the contractor. The foundation bed should be watered and consolidated before the

bedding is laid.

The surplus earth shall be removed by the contractor within in a lead of 30 mts as

instructed & dump will be leveled by the contractor. The sand shall be clear &

The stone shall be laid in line level & gradient reqd. No part of stone shall be laid

projected. The joint shall be ¾” mm thick. Staggering of the joint shall be provided

if so instructed. For pointing of all the joints shall be racked out to full depth while

the mortar has not set during the laying of stone. The joint shall be pointed with

neat cement so that the surface may be smooth & flush with the slab. Watering

shall be done for 7 days. For cem ent pointing C.M. shall be one part of cement and

two parts of sand to full depth etc. complete as required as directed.

The Mode of m easurement and rate shall be given as per one square m eter basis.

Item No : 40 Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster

inside in CM 1:3, finishing with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover etc.completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter.

The sewet trench shall be excavated to the alignment and gradient shown on the plan and

section. In all storts soil including oil masonary asphalt roads and wet. excavation . The sewer

excavation shall be commenced at the down stream end of the sewer and be continued upto

the gradient as directed. The trench shall not open more than 60 meters in advace of the

completed sewer only when directed by the Engineer in charge looking to the progress of the

work in obtaining the formation of the bottom of the trenches the usual methods of suing

sight rails and bonning roads shall be adopted during the whole of the process. The center line

of uniform height shall be carried clearly on each rail. The depth of the excavation and invert

of the sewer shall be checked by means of bonning road of appropriate length and also

The bed of the trench be shall well remmed before starting laying of sewer ines and cement

concrete and masonary work.

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Ahmedabad Municipal Corporation

Where trenches are deep in bad grounds the sides shall be supported by suitable imbering of

shorting work looking to the nature of soil near big or important structures, the sides of the

trenches shall be closely and securely timbered. If any settlement of the building is anticipated

the timbering shall be left in the ground. The various materials excavated shall be separately

stacked so that in refilling the may be relaid on the same order as before and least possible

damage shall be done carpet on the public roads and private properties. Surface covering

consisting of asphalt carpet shall be kept on one side and preserved for reinstatement. The

excavated earth shall not heaped near the trenchers so as to caused unnecessary obstruction

along the pulling inspection, trenches etc. shall be tunneled under only as necessary. The side

of the trenches shall be nearly vertical and plumb & red light shall be placed at each end at

intervals as instructed and further protested by rope fence. Necessary caution boards shall also

be erected and diaced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not placed

nearer than 3 meters from the outer edge of the excavated trench. The utmost shall have to

be taken in refilling the trenches so that no damage may be done no sewer no lump shall be

allowed to be put around the sewer. The remming of the filling shall be done and well

watered. The surplus earth shall be removed directed within 30 meters lead. The

measurement of the work shall be exact length and width of the trench as specified or as per

City Engineer instruction and depth shall be measured vertical as per section upto invert or the

pipe lind The City Engineer reserves the right of extra excavation on either side if considers

necessary for the safely of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all directions before

any concrete in India. In case the excavation is done deeper than required no filling shall be

allowed to bring the formation to proper level but contractor shall have to lay cement or lime

be concrete of filling or other acceptable materials as directed by C.E. at contractor won cost

so as to come to proper information, in case bas formation are met with the work shall have

be done as per instruction of C.E. necessary arrangements for watering trenches must be

provided be contractor and without proper watering trenches will not be allowed to be tilled

to further. Contractor shall have to make arrangement for acees to invert of the sewer and for

inspection of the ware as ordered by the Engineer. If is required to shired or after the

alignment section of diameter of the pip the contractor shall carry or altered the alignment

section or diameter of the pipe the contractor shall carry out the altered work at the rates

quoted by him for the original work for items and contractor shall not claim any expenses due

to the changes made.

In case no work shall be done at night or on Sundays & other holidays and during the recess

time except in and other holiday the case of bad grounds such as running sand where the work

must be executed various day night without intruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in

the opinion of Engineer required to be charged in location shall be supported and protected

from injury by the contractor. The contractor shall be liable to pay all damages to water pipe,

drains electric and telephone cables and to private property during the execution of this

contract and the same will be recovered from the running bills or thedeposit of work

whenever it becomes necessary in the opinion of the Engineer in charge location of any

existing sewers drains etc. not otherwise from in these specification the contractor shall do the

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

work of making such change and the work shall be paid for as extra work. All places of public

utility etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side slopes done without prior approval of

the Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the same shall be

given after approved C.E. The rate for excavation for easy jointing and caulking nothing extra

shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test practicable of

the lines are checked and approved of and order given by the Engineer in charge. The refilling

shall be accompanied by through watering the layers of 0.50 metrs. Further refilling shall be

done there after and process should be repeated till trenches are completely refilled. Temping

and ramming with rammers shall have to be done at all place of important work where

ordered by Engineer in charge. After the trench is give the trenches shall have to be refilled

within 4 days with complete watering. If the contractor fails to do watering satisfactory

corporation shall get it done at the risk and cost of the contractor with or without giving any

notice and the expenses incurred in doing so recovered from the contactor either in cost or

from his payment through bills.

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size.

These shall be free from earth and shall be got app. use. Sand shall be clear coarse, sharp and

free from earth and other impurities. Mixing shall be done on brick or stone platform or of

brickbats to mortar shall be measured in heaps by brick height irregular measure. If ordered by

Concrete shall be laid in layers of 15 cms. and well consolidated maintained by the contractor

for before commencing the brick work. over boxes, concrete shall be well watered. The mix

shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13,

water shall confirm M-1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of

sand and 10 parts of coarse agg. by volume. and the work shall be carried out as per inst. of

Engineer in charge and as per C.3.

Brick work cement mortar :

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD Hand

book NO. 2. These shall be well burnt and free from all defects and shall be got approved by

the Engineer in charge before the work is started. Cement to be used for mortar shall comply

with PWD Hand book specifications, cement mortar in the brick work shall be 1 part of

cement, 5 parts of sand. Every brick well sacked in water is required to be laid I full & closed

joints of cement mortar the thickness of which shall not exceed 1.25 cms. If on removal of

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Ahmedabad Municipal Corporation

centering any open joint shall be found, these shall be pointed immediately. Special care shall

taken to make the face of brick work smooth brick work shall be toothed or shall racked back

All intrades of curves shall be worked from temple strictly made to dimensions as per 1974-75

latest plan and section approved by C.E.

Brick work in general shall be of first class workmanship & shall be executed according to the

plan working proper dimention & as directed by the Office in charge from time to time. Brick

should be thoroughly wetted in water before use. All brick work to be cleaned & wetted before

laying cement mortar shall be prepared in special iron pals. And mixed bag of 1.25 cft. or 1 cft.

as measured as the case may be. All materials shall be stacked in one side so as not to obstruct

traffic in any way. The masonry should be constructed in proper workmanship like manner

with jointing plumb etc. to confirm with the general specification No. 45 PWD Hand Book. The

face work should be nearly finished. The shall be kept watered for a week at least three days

after the date of completion.

Providing and laying cement concrete 1:2:4

(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)

RCC Work :- In general, plain and reinforced concrete work for manholes shall be carried out in

accordance with latest version of IS 456 unless otherwise specified in this specification. The

slab of manhole shall be cast with shutters lined with plywood and shall be

smooth finished. For avoiding surface cracks due to variation in atmospheric temperature and

exposure to direct sunlight, RCC slab of manholes after casting shall be kept wet. M 15 grade

of concrete used for construction of RCC manholes shall have minimum cement content of

kg/cum of concrete. Bar bending schedule for reinforcement shall be prepared by contractor

and got approved from owner/ engineer before proceeding with the work. Minimum cover to

the reinforcement shall be 40 mm.

The rate includes cost of all labour, materials, tools and plant etc. required for satisfactory

completion of this item as described above.& the drawing as per A.M.C Dr. S.O.R shall be final.

The rate shall be for a unit of one number basis.

Providing TMT bar.

TMT bars shall conform to M-18. Mild steel binding wires shall conform to M-21

The work shall consist of furnishing and placing reinforcement to the shape and dimensions

shows as on the drawings or as directed.

Steel shall be clean and free from rust and loose mill scale at the time of fixing in position and

subsequent concreting.

Reinforcing steel shall conform accurately to the dimensions given in the bar bending

schedules shown on relevant drawings. Bars shall be bent cold to specified shape and

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Ahmedabad Municipal Corporation

dimensions or as directed using a proper bar bender, operated by hand or power to attain

proper radius of bends. Bars shall not be bent or straightened in a manner that will injure the

material. Bars bent during transport or handling shall be straightened before being used on the

work. They shall not be heated to facilitate bending. Unless otherwise specified, a ‘U’ type

hook at the end of each bar shall invariably be provided to main reinforcement. The radius of

the bend shall not be less than twice the diameter of the round bar and the length of straight

part of the bar beyond the end of the curve shall be at least four times the diameter of the

round bar. In case of bars which are not round and in case of deformed bars, the diameter

shall be taken as the diameter of circle having an equivalent effective area. The hooks shall be

suitably encased to prevent any splitting of the concrete.

All the reinforcement bars shall be accurately placed in exact position shown on the drawing

and shall be securely held in position during, metal hangers, supporting wires or other

approved devices at sufficiently close intervals,. Bars shall not be allowed to sag between

supports nor displaced during concreting or any other operations of the work. All devices used

for positioning shall be of noncorrodible material. Wooden and metal supports shall no extend

to the surface of concrete, except where shown on drawings. Placing of broken stone or brick

and wooden blocks shall not be allowed. Pieces of broken stone or brick and wooden blocks

shall not be used. Layers of bars shall be separated by spacer bars, precast mortar blocks or

other approved devices. reinforcement after being placed in position shall be maintained in a

clean condition until completely embedded in concrete. Special care shall be exercised to

prevent any displacement of reinforcement in concrete already placed. To prevent

reinforcement from corrosion, concrete cover shall be provided as indicated on drawings. All

the bars producing from concrete and to which other bars are to be spliced and which are

likely to be exposed for a period exceeding 10 days shall be protected by a thick coast of neat

Bars crossing each other where required shall be secured by binding wires (annealed) of size

not less than 1 mm in such manner that they do not slip over each other at the time of fixing

and concreting.

As far as possible, bars of full length shall be used. In case this is not possible, overlapping of

bars shall be done directed. When practicable, overlapping bars shall not touch each other, but

be kept apart by 25 mm or 1.25 mm times the maximum size of the coarse aggregate

whichever is greater by concrete between them. Where not feasible, overlapping bars shall be

bound with annealed wires not less than 1 mm thick twisted tight. The overlaps shall be

staggered for different bears and located at points along the span where neither shear nor

bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer- in-charge, bars shall be

joined by coup lings which shall have a cross-section sufficient to transpit the full stresses of

bars. The ends of the bars that are joined by coupling shall be upset for sufficient length so

that the effective cross section at the base of threads is not less than norma l cross-section of

the bar. Threads shall be standard threads. Steel for coupling shall conform to I.S.

When permitted or specified on the drawings, joints of reinforcement bars shall be butt-

welded so as to transmit their full stresses. Welded joints shall preferably be located at points

when steel will not be subject to more than 75 percent of the maximum permissible stresses

and welds so staggered that at any one section not more than 20 percent of the rods are

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

welded. Only electric are welding using a process which excludes air from the molten metal

and conforms to any or all other special provisions for the work shall be accepted. Suitable

means shall be provided for holding bars securely in position during welding. It shall be

ensured that no voids are left in welding and when welding is done in two or three stages,

previous surface shall be cleaned properly. Ends of the bars shall be cleaned of all loose scale,

rust, grease, paint and other foreign matter before welding. Only competent welders shall be

employed on the work. the M.S. electrodes used for welding shall conform to I.S. 814. Welded

pieces of reinforcement shall be tested. Specimen shall be taken from the actual site and their

number and frequency of test shall be as directed.

R.C.C. Bedding :

Cement concrete for the bottom portion of manhole shall consist of one part of cement two

parts of sand four parts of black trap metal of other approved material of 0.6 to 2.5 cms size

from well graded as per instruction. The rate includes all necessary materials mixing lifting

placing ramming watering etc. the exposed faces to be neatly finished smooth with cement as

per instructions. The concrete work to kept constantly watered for at least fortnight.

Cement Plaster :

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement & 3 parts

of sand in uniform thickness with surfaces trely in plums. The work in general shall comply with

general specifications for plaster No. 64 in PWD hand book. The plaster surfaces to be kept

damp at least for a fortnight. All internal sides of the manholes including soffit of the arch shall

be provided with cement plaster.

FRC manhole cover with seat to be set in cement mortar with cement concrete of 1 : 2 :

prop. alround. FRC cover shall be marked with year mar AMC. etc. & arrow showing the

direction of flow.

Foot steps shall be of the best quality PVC as specified above true to dimensions. The rate

includes mixing the same in position as directed PVC foot steps of approved design and quality

shall have to be fixed if so ordered by C.E. without extra charges. PVC steps shall be fixed at

interval of 37 cm. vertically & 22 cm. horizontally starting from the invert of the line.

Mode Measurment

The mode of measurement shall be on Nos.

Item No : 41 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 Masonary In Cm 1:5, Rcc

Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be

parallel to the flow)

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

(Based on Drainage SOR 2015-16; Item No.14)

1.00 to 2.00 meter depth, (Slab at Ground level)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)

Manhole shall be provided at every change of alignment, gradient or diameter of

sewer/storm water drains, Bends and junctions in the sewer/drain shall be grouped

together in manhole as far as possoble. The maximum distance between inspection

chambers shall be about 25 meters. Where the diameter of sewer/drain is increased,

the soffit of the pipe shall be fixed at the same level and necessary slope given to the

channel of manhole/inspection chamber. The minimum internal sizes of

manhole/inspection chamber shall be as per the respective item of work. The

manhole/inspection chamber shall be constructed as per the detailed drawings and as

directed by Engineer. The bed concrete and the brick masonry shall be constructed of

such thickness as shown on drawing. The brick masonry shall be constructed in C.M.

(1:5), plastered on both faces with 15 mm cement plaster in C.M. (1:3). The channel

shall be semicircular in the bottom half and of diameter equal to the sewer/drain.

Above the horizontal diameter, the sides shall be extended vertically to the same level

as the crown of the outgoing pipe and the top edge shall be suitable rounded off. The

branch channels shall also be similarly constructed with respect to the benching out at

their junction with the main channel as appropriate fall suitable rounded off in the

direction of flow in the main channel shall be given. The channel at the bottom of

manhole / inspection chambershall be plastered with C.M. (1:3) and finished smooth.

Rungs shall be provided in all manholes/inspection chambers over 0.6 mtr in depth

and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in

two vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung

shall be 450 mm below the manhole/ inspection chamber cover and the lowest not

more than 300 mm above the benching. The manhole/inspection chamber frame and

cover shall be of cast iron of specified weight and shall conform to the requirements

given in IS:1726. The covers and frames shall be cleanly cast and they shall be free

from air and sand holes and from clod shuts. They shall be neatly dressed and

carefully trimmed. All castings shall be free from voids whether due to shrinkage, gas

inclusion or other causes.Covers shall have a raised chequered design on the top

surface to provide an adequered nonslip grip. Cover shall be capable of easy opening

and closing and it shall be fitted in the frame in workmanship like manner. The cover

shall be gastight and water tight. The size of covers specified shall be considered as

the clear internal dimensions of the frame. Covers and frames shall be coated with a

black bituminous composition. The coating shall be smooth and tenaceous. The frame

of manhole/inspection chamber cover shall be firmly embeded to correct alignment

and level in cement concrete on the top of the masonry. The item shall be executed as

per the detailed drawing and as directed by Engineer. Precast R.C.C. cover of required

size and thickness shall be provided if specified in the item of work.

FRC SEAT COVER:

The frame shall be fixed in cement concrete of M15 grade all around and finished

with neat cement. The cover shall have a minimum thickness of 100 mm and

weighing 78 kg. The fibers shall constitute 1% of the weight of the concrete in the

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

form of 50 mm to 100 mm long high tensile steel wires. For the cover, MS sheet

lapping of 3 gauge shall be provided to avoid damage to the edges. Similarly for

frame, MS angle/flat shall be provided along the edge. Both MS sheet and angle shall

be painted with black bituminous paint. The cover should have suitable lifting

arrangement. The fiber reinforced frame and cover shall be manufactured as per the

drawing approved by Owner/Engineer. The size, type, weight, and locking

arrangement for frame and cover shall be as specified

RCC Work :- In general, plain and reinforced concrete work for manholes shall be

carried out in accordance with latest version of IS 456 unless otherwise specified in

this specification. The slab of manhole shall be cast with shutters lined with plywood

and shall be smooth finished. For avoiding surface cracks due to variation in

atmospheric temperature andexposure to direct sunlight, RCC slab of manholes after

casting shall be kept wet. M 20 grade of concrete used for construction of RCC

manholes shall have minimum cement content of 360 kg/cum of concrete. Bar

bending schedule for reinforcement shall be prepared by contractor and got

approved from owner/ engineer before proceeding with the work. Minimum cover to

the reinforcement shall be 40 mm.

The rate includes cost of all labour, materials, tools and plant etc. required for

satisfactory completion of this item as described above. The rate shall be for a unit of

one number basis.

Item No : 42 Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

manhole of following size incl. excavation, refilling and & finished 15 mm thick cement

plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering &

reinforcement as directed by engineer in charge. Rate includes carting of debris and

1.0 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM& reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

The manholes shall be Dismantling of existing Arch type manhole up to Arch and then Const.

Slab type manhole as per plan and section approved by the Addl. C.E. The specifications for

different items of manholes are as under :

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

Excavation: This shall be done as per specification mentioned in item No.1 Excavation.

Brickbats cement concrete in proportion (1:5:10) For detailed specification refer R & B Dept.

booklet for General Technical Specification for building works , Page no. 31 , Section.No.

Brickwork(1:5):

For detailed specification refer R & B Dept. booklet for General Technical Specification for

building works ,Page no. 43 , Section. No. 6.12(B).

C.C. Channels :

Cement concrete for the inverts and channels of manholes shall consist of one parts of

cement 2 parts of sand and 4 parts of aggregates of black trap metal of approved materials of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

The rate includes all necessary materials mixing, laying and ramming and watering. The

exposed faces to be finished with neat cement as per instructions. The channel shall be half

round in lies with the dia of pipe as per drawing and instruction of the engineer in charge.

Proper benching shall be provided at both sides of the channel.

Cement Plaster(1:3) :

For detailed specification refer R & B Dept. booklet for General Technical Specification for

building works , Page no. 104 , Section. No. 17.58(I) Except that the thickness of the plaster

shall be 15 mm instead of 10 mm.

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

For detailed specification refer R & B Dept. booklet for General Technical Specification for

building works , Page no. 159 , Section. No. 24.13 and fixation or any change at the site

according to the direction of Engineer-in-charge in charge

Carting of Surplus Earth :

The surplus earth which is left an site after refilling and proper watering of the trenches shall

have to be carted away upto a distance within 30 mts. & shall be spread at the site according

to the direction of Engineer-in-charge in charge.

RCC Work :- In general, plain and reinforced concrete work for manholes shall be carried out

in accordance with latest version of IS 456 unless otherwise specified in this specification. The

slab of manhole shall be cast with shutters lined with plywood and shall be smooth finished.

For avoiding surface cracks due to variation in atmospheric temperature and exposure to

direct sunlight, RCC slab of manholes after casting shall be kept wet. M 20 grade of concrete

used for construction of RCC manholes shall have minimum cement content of 360 kg/cum of

concrete. Bar bending schedule for reinforcement shall be prepared by contractor and got

approved from owner/ engineer before proceeding with the work. Minimum cover to the

reinforcement shall be 40 mm.

The rate includes cost of all labour, materials, tools and plant and size etc. required for

satisfactory completion of this item as described above.& the drawing as per A.M.C Dr. S.O.R

shall be final.

The rate shall be for a unit of one number basis.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

E TENDER NOTICE NO. – /2026-27

Special Tender Clause For CCRS SLA

Ahmedabad Municipal Corporation has to make a special clause as per for SLA

Name of work :-

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ltKtkbtk&e y.Bgw.ftu.lt rl<e-rlgb bwsc vulÕxe leau bwsc fhJtbtk ytJNu.

(A) Penlty For Maintenance and SLA Purpose

CCRS within SLA time (Category & Problem wise) CCRS After SLA time (Category

& Problem wise Penlty)

Department Category Problem SLA Penalty Penalty Penalty

(Hours) (Hours) (Hours)

Engineering Water>>Engineering Water-low presure 240 240 480

Engineering Water>>Engineering Water-No Supply 240 240 480

Engineering Water>>Engineering Water-Other 72 72 144

Engineering Water>>Engineering Water-Leakage In Main 48 48 96

Engineering Water>>Engineering Water-Pollution In Supply 24 24 48

Engineering Drainage>>Engineering Drainage-Manhole Cover 24 24 48

Engineering Drainage>>Engineering Drainage-Other 48 48 96

Engineering Drainage>>Engineering Drainage-Choking Of Line 48 48 96

Engineering Drainage>>Engineering Drainage-Public Toilets and 72 72 144

Urinals-Drainage Line Hours

Blockage or Choking

Engineering Road Road-Other 48 48 96

Engineering Road Road-Bhuva On Road 48 48 96

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Engineering Road Road-Repair Require 72 72 144

Engineering Storm Water Road-Water logged Due To 24 24 48

Engineering Storm Water Road-Catch Pit Repairing 96 96 192

Engineering Public Building Public Building-Public 360 360 720

Toilets and Urinals- Hours

Doors,Windows,Tiles or

Engineering Footpath Road-Footpath Repairing 168 168 336

Engineering Building>>Engineering Building-Municipal Schools 168 168 336

Repairing Hours

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vulÕxe jtdw vzNu.

(A) Penalty 10% for New Allocated Works.

(B) The Work Order under this Annual Rate Contract (ARC) Tender shall be

issued only against the approved and sanctioned estimate for the

respective work.

The time limit for execution of each work shall be specified in the

respective Work Order issued under this tender.

Any penalty for delay or non-compliance shall be calculated and imposed

based on the approved sanctioned estimate amount of the respective work

and shall be governed by the relevant terms, conditions, specifications,

and penalty clauses of this tender.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

AHMEDABAD MUNCIPAL CORPORATION

Central Zone - Engineering Dept.

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Description Of Item Qty. Unit Net Rate Amount

1 Providing FoR Cost of Materials & supplying at Materials

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in Position

complete upto floor two level (R & B Ah city SOR 23-24

Item no. 5.4.11 I.code 05014C) page No.54

P/F dead shuttering for slab, beam etc.(Based on

Drainage SOR 2015-16 Item No.27)page No.5

Lead (AMC central Stroe i.code 18910001 rate as on

Jute (Spun Yarn) (AMC central Store i.code

rate as on dated 21.02.2023)

Bolts and washer for valves (GWSSB SOR 22-23 SECTION

F MS Plate (as per building SOR) 350 K.G 63.35

G MS pipe /piece 250 K.G 75.00

H MS Ring flange 300 K.G 125.00

I MS Blank flange 200 K.G 98.21

J Rubber Gasket 60 K.G 71.43

2 Providing & supplying For Welding Joints

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery and

A 70 SHIFT 2500.00

lighting and other requirements with Arranging diesel to

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

B Rent of Welding machine per shift 70 SHIFT 893.00

C Rent for Grinder machine per shift 70 SHIFT 304.00

D Gas Cutting set per shift 40 SHIFT 513.00

E LPG bottle 20 NO 1205.00

F Oxygen bottle 20 NO 246.00

G Rent of Tools & Other Charges 30 SHIFT 446.00

H Rent of Chain pulley block & Tripod 25 SHIFT 446.00

3 Providing For Masonry & RCC Work

C M-Seal 100 gm pack 50 NO 26.79

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

D Cement bag (As per building SOR I.code M143) 50 BAG 323.00

Supplying grit size of 6.3 to 10 mm size at all road store

of khadiya ward incl. loading unloading grit shall consists

of crushed or broken stone and be hard strong dense,

durable clean form dust of proper gradation and free

from skin on coating likely to preven proper adhension

of mortar R & B Ah.City S.O.R.23-24 mat.Sr.158 page

+ Statement 5 Col.5 + ABOVE 50Km.

Kapachi Aggregates (R & B Ah.City S.O.R.23-24

F mat.Sr.178 page 13 + 030201B2 Statement 5 Col.5 + 25 CMT 958.99

ABOVE 50Km & UP TO 100Km

Supplying good quality River sand free from foreign

materials, impurities etc comp as dire at different store

G of khadiya ward with loading and unloading etc comp R 25 CMT 588.50

& B Ah.City S.O.R.23-24 mat.Sr.191 page 13 + Statement

5 Col.5 + ABOVE 50Km & UP TO 100Km

Supply bricks shall be hand or machine moulded and

made from suitable soils and klin-burnt.They shall be

free from crack and nodules of free lime the size of brick

approved and conventional bricks with rectangle shap

with sharp corners with a frog at diff store with loading

and unloading etc comp

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

(A)Foundations, footings, Base of columns and Mass

concrete (R & B Ah city SOR 23-24 I.No.5.8.2 I.Code

Labour charges for repairing of lekage CI/DI pipe line of

following diameter at different places incluyding

necessary excavation manually or by machinery,

removing of mud, dewatering, cleaning of pipe,

cutting of pipe, Jointing & repairing using CID joints

including CID joints, rubber rings, nut bolts, hiring

excavator, Hydra/ Crane, dewatering machine,

fuel, operator etc complete ( including cost of

jointing material but excluding cost of pipe) (GWSSB

SOR 22-23 SECTION 1 G I.NO.3)

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

Labour charges for repairing of lekage CI/Di pipe

line for following dia different places including

necessary excavation manually or by machinery

removing mud dewatering cleaning of pipe and leakafe

portion and repairing by inserting lead wool jute tools

required for inserting lead wool hiring charges of

excavators Hydra/crane j.c.b dewatering set fuel

operator cost of lead wool etc complete(including all

material but excluding cost of pipel) (GWSSB SOR 22-23

SECTION 1 G I.NO 2)

Providing, supplying and fixing check nut for sluice

6 valve. C.I./M.S./G.M. or Brass. Instruction of engg. In

Labour charges for repiaing of Sluice valve / Reflux

valve inlcuding materials, labours and testing etc.

Complete. (i) Replacing of S.S. Spindle only

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

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of the

8 following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (R & B

Ah city SOR 23-24 Page No.162)

a 40 mm dia (I.code no. 23001EA Item No.23.2) 5 RMT 596.73

b 25 mm dia (I.code no.23001CA Item No.23.2) 5 RMT 393.93

c 20 mm dia (I.code no. 23001BA Item No.23.2) 5 RMT 297.25

d 15 mm dia (I.code 23001AA Item No.23.2) 50 RMT 244.13

e 50 mm dia (I.code no. 23001FA Item No.23.2) 100 RMT 779.60

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

9 clamp at every shall be concealed as directed

including necessary Tee ,bend, any joint & any fittings

etc. including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of all

materials (R & B Ah city SOR 23-24 Page No.170)

A 15 mm (I.code no. 23061) Page No.170 500 RMT 91.93

B 25 mm (I.code no. 23062) Page No.170 5 RMT 90.93

C 32 mm (I.code no.23063) Page No.170 5 RMT 117.97

D 40 mm (I.code no. 23064) Page No.170 5 RMT 146.65

E 50 mm (I.code no. 23065) Page No.170 100 RMT 193.73

F 110mm (I.code no. 23067) Page No.170 10 RMT 826.88

G 160 mm (I.code no. 23066) Page No.170 5 RMT 822.99

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness upto

0.20 meter including demolishing the asphalt

10 carpet,metal,soiling/cutting Reinforcement etc.comp.

with stacking the material as directed.AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.4(a)

a) upto 0.20 meter thickness (By Manual) AMC Drainage

/ SWD pipe line S.O.R.Jan/2016 Sr.4(a)

b) 0.20 meter to 0.30 meter (By Breaker Machine

including cost of operator, fuel, & transportaion etc

b complete. AMC Drainage / SWD pipe line S.O.R.Jan/2016 200 SMT 178.57

c) 0.30 meter & above (By Breaker Machine including

c cost of operator, fuel, & transportaion etc complete. 300 SMT 312.50

AMC Drainage / SWD pipe line S.O.R.Jan/2016 Sr.4©

Providing and Making hole for House connection on

C.I./D.I. or M.S. with labour cost. Instruction of engg.

In charge AMC SOR - (Jan. 2016) Rates for Labour work

for water pipe line Sr.No.12 Item No.12 page

A 15mm Sr.No.12 Item No.12(a) 200 NO 312.50

B 20mm Sr.No.12 Item No.12(b) 2 NO 401.79

C 25mm Sr.No.12 Item No.12© 1 NO 535.71

E 40mm Sr.No.12 Item No.12d 1 NO 1785.71

2.0" dia on CI/DI Pipe up to300mm dia. Sr.No.12 Item

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

Transporting from AMC store and laying spigot and

socket New DI pipe line DI-k-9 pipes of various classes

with CI/DI/MS specials of following diameters. Rate

includes excavation up to minimum 1.0 mt. depth from

top of pipe / as per requirement in any soil, refilling

12 after laying pipe, covering and temptation of carting

surplus earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joints shall be

made tight & leak free etc. comp.AMC SOR - (Jan. 2016)

Rates for Labour work for water pipe line Sr.No.1 Item

A 100 mm Sr.No.1 Item No.1(b) 300 RMT 64.29

B 150 mm Sr.No.1 Item No.1 © 50 RMT 77.68

C 200 mm Sr.No.1 Item No.1(d) 5 RMT 93.75

D 250 mm Sr.No.1 Item No.1(e) 2 RMT 113.39

E 300 mm Sr.No.1 Item No.1(f) 2 RMT 136.61

F 350 mm Sr.No.1 Item No.1(g) 2 RMT 185.71

G 400 mm Sr.No.1 Item No.1(h) 2 RMT 207.14

H 450 mm Sr.No.1 Item No.1(i) 2 RMT 272.32

I 500 mm Sr.No.1 Item No.1(j) 2 RMT 320.54

J 600 mm Sr.No.1 Item No.1(k) 2 RMT 384.82

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 AMC SOR - (Jan. 2016) Rates for Labour work for

water pipe line Sr.No.3 Item No.3 page

A 100 mm Sr.No.3 Item No.3(b) 10 RMT 64.29

B 150 mm Sr.No.3 Item No.3(c) 5 RMT 77.68

C 200 mm Sr.No.3 Item No.3(d) 5 RMT 93.75

D 250 mm Sr.No.3 Item No.3(e) 5 RMT 112.50

E 300 mm Sr.No.3 Item No.3(f) 5 RMT 119.64

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

14 instrucation of engg. incharge AMC SOR - (Jan. 2016) 1000 K.G 21.43

Rates for Labour work for water pipe line Sr.No.7 Item

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

15 gaskets and excluding fixing of tail pieces with lead &

jute etc complete as directed by Engg. in charge.

AMC SOR - (Jan. 2016) Rates for Labour work for water

pipe line Sr.No.4 Item No.4 page

A 100 mm Sr.No.4 Item No.4(b) 20 NO 1410.71

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

B 150 mm Sr.No.4 Item No.4© 2 NO 1598.21

C 200 mm Sr.No.4 Item No.4(d) 1 NO 2125.00

D 250 mm Sr.No.4 Item No.4(e) 1 NO 3000.00

E 300 mm Sr.No.4 Item No.4(f) 1 NO 3776.79

F 350 mm Sr.No.4 Item No.4(g) 1 NO 5026.79

G 400 mm Sr.No.4 Item No.4(h) 1 NO 6285.71

H 450 mm Sr.No.4 Item No.4(i) 1 NO 8348.21

I 500 mm Sr.No.4 Item No.4(j) 1 NO 9044.64

J 600 mm Sr.No.4 Item No.4(k) 1 NO 10366.07

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. AMC SOR - (Jan. 2016) Rates for Labour work

for water pipe line Sr.No.6 Item No.6 page

A 100 mm Sr.No.6 Item No.6 (b) 30 NO 1446.43

B 150 mm Sr.No.6 Item No.6 © 5 NO 1464.29

C 200 mm Sr.No.6 Item No.6 (d) 1 NO 2455.36

D 250 mm Sr.No.6 Item No.6 (e) 1 NO 3169.64

E 300 mm Sr.No.6 Item No.6 (f) 1 NO 5142.86

F 350 mm Sr.No.6 Item No.6 (g) 1 NO 5544.64

G 400 mm Sr.No.6 Item No.6 (h) 1 NO 6598.21

H 450 mm Sr.No.6 Item No.6 (i) 1 NO 10187.50

I 500 mm Sr.No.6 Item No.6 (j) 1 NO 11580.36

J 600 mm Sr.No.6 Item No.6 (k) 1 NO 14285.71

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

Labour charges - Mazdoor (male) R & B Ah.City S.O.R.23-

24 I.CodeL022 Page No.39

B Fitter R & B Ah.City S.O.R.23-24 I.CodeL014 Page No.39 100 NO 640.00

Labour charges - Supervision for Machinery R & B Ah.City

S.O.R.23-24 I.CodeL029 Page No.39

Dewatering by pumping set of required capacity

including temporary platform carting pumping at site

and fixing the same in position including all

accessories, and fuel and labour etc. Complete (A)

Pump set of Capacity (GWSSB SOR 22-23 Section

2E-miscellaneous Item no. 1)

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of Engg. In Charge, rate includes all nece.

Shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

SOR - (Jan. 2016) Rates for work of Drainage / SWD pipe

line Machinery Sr.4

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

20 fuel, power Supply etc. Complete as Directed. SOR - 10 Hour 535.71

(Jan. 2016) Rates for work of Drainage / SWD pipe line

Machinery Sr.10

Excavation for trial pit for location of existing line

21 including excavation of any depth including refilling, 20 NO 290.00

watering etc. Comp (As per previous tender Rates)

Labour charges for doing washout of water pipe line

at end including necessary excavation of pit, allowing

the water to flow for 15 minutes twice or thrice as per

site condition during supply hour, dewatering the pit

and plugging with existing wooden butch and refilling

the pit .etc. comp .as per instruction AMC SOR - (Jan.

2016) Rates for Labour work for water pipe line Sr.No.15

Item No.15 page

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

23 meter. AMC SOR - (Jan. 2016) Rates for Labour work for

water pipe line Sr.No.17 Item No.17 page

A 100 mm Item No.17 (b) 10 NO 44.64

B 150mm Item No.17 © 2 NO 53.57

C 200mm Item No.17 (d) 2 NO 93.75

D 250mm Item No.17 (e) 2 NO 125.00

Supplying wooden taper butches from jungle wood

(Like limda, ambo) Etc. comp. AMC SOR - (Jan. 2016)

Rates for Labour work for water pipe line Sr.No.16 Item

A 15 Mm dia. to 20 MM dia.Item No.16 (a) 50 NO 13.39

B 25 Mm dia. to 37 MM dia. Item No.16 (b) 2 NO 17.86

C 50 Mm dia. Item No.16 © 2 NO 89.29

D 80 mm dia to 100 mm dia line Item No.16 (d) 2 NO 312.50