Laying Water Pipe line and Repairing Leakeges at Kharunala, Sodagar ni Pole, Kothi Maholla and other diff. places in Jamalpur Ward.

Name of work :- bægÍtul ltkk sbtjvwh Jtuzo htgFz rJM<thbtkk FtYltk lt¤t , mtuœtdh le vtu¤,ftuXe bntuÕjt <&t yLg søgtyu

vtKele jtRl ltkk jefuSm <ubs sYhegt< bwsc le vtKele lJe jtRl ltFJtltkk ftb (yu.yth.me)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work bægÍtul ltkk sbtjvwh Jtuzo htgFz rJM<thbtkk FtYltk lt¤t , mtuœtdh le vtu¤,ftuXe bntuÕjt

<&t yLg søgtyu vtKele jtRl ltkk jefuSm <ubs sYhegt< bwsc le vtKele lJe jtRl

ltFJtltkk ftb (yu.yth.me)

2 Estimated Tender Amount Rs. 998696.43 (exclusive of GST). GST will be paid extra by AMC/Authority

at prevailing rate to the contractor.

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months

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

Documents mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E2” 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 (Bid Rs.99,87.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to 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 Tender The whole tender shall be submitted by two modes.

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

per Schedule mentioned in Notice inviting Tender.

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

check list given in tender shall be submitted physically in two copies

(Original & duplicate) in sealed envelope as per Schedule mentioned in

Notice inviting Tender.

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

Tenders. 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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

bank guarantee shall be of Ahmedabad City only. The validity of the Security

Deposit shall be up to valid till 90 days beyond Date of completion of work.

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

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

of LOI failing which interest @ 4% per annum will be charged by AMC.

15 Deductions from Running Bills

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 said work.

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 All general condition of contract of Form B1 condition of contract shall

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

18 Penalty Clauses As Per SLA Clause,attached in Tender Documents

20 Time permitted to start parts Whenever a work is allotted by Engineering staff, whether minor or major

of work part of any amount, the contractor shall be bound to start the work within

hours so intimation of work. Communication done telephonically via SMS, via

whatsapp and through letter/ E-mail shall be considered legal and binding for

the same. Failure of company to start the works in 48 hours of intimation as

above by contractor. the contractor shall be levied penalty of (1) Rs.1000/-

per day (for tender amounting upto 10 lakh). (2) Rs. 2500/- per day (for

tender amounting above 10 lakh to 30 lakh). (3) Rs. 5000/- per day (for all

tender amounting above 30 lakh). Three time failure by contractor shall

make contractor responsible to be debar unless and otherwise justified

properly in writing/binding within 15 days so flast notice of penalty. and Also

As Per SLA Clause attached in Tender Documents.

• 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.

• Obey Circular No-03 Date-13-04-2026 of City Engineer Office

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work :- bægÍtul ltkk sbtjvwh Jtuzo htgFz rJM<thbtkk FtYltk lt¤t , mtuœtdh le vtu¤,ftuXe bntuÕjt <&t yLg søgtyu vtKele

jtRl ltkk jefuSm <ubs sYhegt< bwsc le vtKele lJe jtRl ltFJtltkk ftb (yu.yth.me)

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

mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of

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

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

AHMEDABAD MUNICIPAL CORPORATION.

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

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

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

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

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

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

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

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

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

necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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

opening of the tender.

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

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

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

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

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

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

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.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

restricting competition.

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

in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Not with standing 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

6.0 Cost of Bidding

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

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

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

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

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

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

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

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

amount of work increases / decreases up to any extent.

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

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

claim shall be entertained for the same.

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

shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

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

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

in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

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

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

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

16.0 Earnest Money / Bid Security

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

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

Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

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

promptly as possible.

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

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

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

where executed.

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

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

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

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

the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

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

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

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

name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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

22.0 SECURITY DEPOSIT

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

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

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

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

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

charged by AMC.

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

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

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

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

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

discontinuity of the bank guarantee.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

treat as null and void.

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

venture may result in disqualification for proposed work.

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

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

be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

Contractor from any contractual obligations or responsibility under the Contract.

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

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

or supply of material or engagement of labour.

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

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

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

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

personnel listed in the Schedule.

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

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

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

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

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

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

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

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

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

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

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

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

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

all the time in respect of,

Safety of the works

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

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

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

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• Contractor’s plant and equipment

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

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

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

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

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

his method of operation.

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

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

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

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

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

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

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

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

structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

legal matters shall be borne by contractor.

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

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

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

penalty etc. whatsoever on this account.

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

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

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

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

representative of the Engineer shall be supplied by the contractor.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

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

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

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

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

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

Contract shall be as follows:

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

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

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

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

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

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

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

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

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

10 % of the final rate derived.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

the applicable law.

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

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

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

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

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

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

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

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

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

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

be payable on these accounts.

13.0 Labour Welfare Cess

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

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

deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

performance of his obligation under the contract.

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

of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

design documents made by or on behalf of the contractor.

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

breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

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

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

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

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

in competing for or in the executing the Contract.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

supporting vouchers, abstracts, etc.

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

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

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

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

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

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

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

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

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

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

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

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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

conciliation Act.

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

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

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

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

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

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

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

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

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

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

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

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

such materials.

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

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

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

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

replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

assessed under clause

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

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

no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

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

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

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

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

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

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

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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 22 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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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 cœÕGþ / cœÕgt 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 œhuf Ctdeœth y&Jt <u ykdulwk bwFðgthltbwk ^htJlth Ôgrf<

mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR mtûteyu mtF

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

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

(9) rJmkdr< ylu rnmtc stud:

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

leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

hfb btLg htFJtbtk ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

c:- mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl -

btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk

Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

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

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

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 Mþ^elt ftbtu btxu 02 btm

(h) Yt.3,00,000.00 Mþ^elt ftbtu btxu 03 btm

(3) Yt.5,00,000.00 Mþ^elt ftbtu btxu 04 btm

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 06 btm

(11) y:- awfJKe:-

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

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

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

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

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

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

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

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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

sJtcœthebtk&e Axfe NfNu lnek. mœh 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 œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx

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

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

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

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

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

(yu) yufb ylu fœ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

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

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

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd

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

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

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

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

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

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

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

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

mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

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

dtuXJJtltu hnuNu.

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

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

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

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

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

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

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

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

<ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

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

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

ftuLx[tfxhle hnuNu.

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

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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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

m•tt yuze.mexe yuLSlehgh©elu hnuNu.

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

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

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

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

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

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

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

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

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

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

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

btdoœrNoft lwk vtjl fhJwk.

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

b¤uj bkswhe bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt

vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs

JF<tu JF< &lth mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

(36) mœh xuLzh yu.yth.me. «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.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

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 œM<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb<

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Name of work:- bægÍtul ltkk sbtjvwh Jtuzo htgFz rJM<thbtkk FtYltk lt¤t , mtuœtdh le vtu¤,ftuXe bntuÕjt

<&t yLg søgtyu vtKele jtRl ltkk jefuSm <ubs sYhegt< bwsc le vtKele lJe jtRl ltFJtltkk

ftb (yu.yth.me)

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

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

Oxygen bottle NO

Rent of Tools & Other Charges SHIFT

Rent of Chain pulley block & Tripod SHIFT

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 NO.03 PROVIDING 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.CODE 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 ea suremen t a nd ra te fo r item sha ll be given a s per o ne 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 m ea suremen t a nd ra te fo r item sha ll be given a s per o ne number b asis.

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

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.

Refer Specification of Iteam No.

The Mode of m ea suremen t a nd ra te fo r item sha ll be given a s per o ne number b asis.

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 ea suremen t a nd ra te fo r item sha ll be given a s per Rmt ba sis.

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 ea suremen t a nd ra te sha ll be given a s per on e running meter ba sis.

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 contractor.

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 32 of

Ahmedabad Municipal Corporation

Extra rate for excavation of asphalt payment / RCC of thickness from 0.20 meter to 0.30 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

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 ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

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.

This Specification c overs the requirements for collectin g from Mu nicipal Stores or

contractor’s stack yard transportation of cast to work sites lying j ointing and field

testing of cast iron pipes and fittin gs for the water distributio n Net wo rk.

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

Various ope rations such as transpo rt to work sites loweri ng in trenches laying

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

currently applicable standards. In all cases the latest revisio n 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 fo r cast ion fitti ngs for Pressure pipes for water gas

b) IS: 3114 Code of practice for layi ng of cast-iro n.

c) IS: 3400 Methods of test for vulcanized rubber (Parts t o 2 0)

CARTING AND H ANDLING :

Cast iron pipes fittings (specials) and valves with tail pieces shall be transpo rte d

from the Municipal Stores or contractor’s stack yard to the wo rk 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/unloadin g. Every care shall be exercised in handlin g pipes and

fittings to avoid damage. Whi le unloading the pipes and fittings shall with steadying

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

fittings and skids to avoid damage to the coating Suitable gap between pipes sho ul d

be lift at intervals in order to permit access from one side to the other. In case of

spi got socket pipes care should be taken regarding orientations pipes while

unloadi ng. As far as possi ble pipes shall be unloaded on one side of the stretch o nl y.

The pi pes shall be ch ecked for any visible damage (such as broken ed ges c rackin g or

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

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

shall be prohibited. Necessary warning boards and lamp s should be provided in front

and side of pipes to avoi d any accident. Pipes should be stacked with sufficient

packing to prevent rolling of the same. Contractor will be fully responsible fo r any

accident due to pipes or other materials stacked on site of yard. Contracto r will be

fully responsible for any legal formalitie s arising due to such accident and all legal

charges there of shall be paid by contra ctor of will be recovered from his running

bill of the same or other AMC works.

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

consignment or batch number marked on it with particulars of supplies wherever

possible st orage shall be done on film level and clan ground and wedges shall be

provided at the bottom la yer to keep the stack stable. The stack shall be in pyramid

shape or the laid lengthwise and crosswise in altimeter laye rs. The pyramid stack

shall be made for smaller diameter pipes for conse rving space in storing them. The

height of the stock shall not exceed 1.5m.

Fitting and sluice valves with tail pieces shall be stacked under cover and separated

Rubber ri ngs shall be stored i n clean cool store away from windows boiler electric al

equipment and petrol oils or other chemicals Pa rticularly 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 con ditions.

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

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

condition and the re gulations regarding the layi ng of pi pes in con gested areas heavy

traffics areas etc. The successful bidder shall take t he necessary permission and

clearance of all the authorities like dip ardent of ads t raffic water supply an d the

drainage electricity broad telephone comp an y etc. wherever necessary.

Road reinstatement shall not be i ncluded in back fillin g unless specified.

To protect pers on from inj ury and t o avoid damage to prope rty adequate barrica des

construction signs red lanterns and guards as requi red shall be placed and mainlined

duri ng the progress of the construction work and unit it is s afe for the traffics to use

the roadways. The relevant Indian standards and the rules and regulations of th e

local authorities in regarded to safet y provisions shall be observed.

General lightin g for works site, warni ng lights, sign boards, fencing etc. shall be

provided by contractor at his own cost.

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

the fencin g shall be of timber securely fixed in the groun d not mo re than 3m .apa rt

and the y shall be less than 7 5 mm in diameter of less than 1.2 m abo ve the su rface

of the ground. There shall be two rails. One near the top of the post and the other

about 450 mm. Ab ove the ground and each shall be from 50mmto 70m m in diamet er

and sufficiently long to run from post to post which the y shall be bou nd with strong

rope. The method of projecting rails beyond the posts and tying them to gether whe re

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 th e

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 accordin gly.

Whole work shall be completed within 24 h rs. by parts o r whole work so that water

suppl y from AMC shall not be di sturbed.

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

the width and depth as required and as directed. The Contractor shall p ro vide

necessary slopes to a safe angle or steps as required o r directed at his own cost No

extra payment shall be made for such precautionary measure s taken. The bottom of

the excavated a rea shall be leveled both longitudi nally and transversely as directed

b y removing excess soil and watering as required. No earth filling will be allowed

for bringing it to level if by mistake or any othe r reason excavation is made deeper

or wi der than as directed. The extra depth or width shall be made up with concrete

of the same proporti on as specified for the foundation co ncrete at the cost of the

contractor. The exca vati on up to any re quired depth shall be carried out un der this

item as requi red and directed by engineer in charge.

Surface Excava ti on for Roa d Work :

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

Excavation exceeding 1.5 mm in width and 10 sq mm on p lan but not exceeding

cm in depth in all kinds of soil which are specified shall be as treated as surface

Excavation in trenches for service lines- Water supply and Drai nage :

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

enable the service l ines to be laid to the lines and levels shown and as direct ed.

Excavation shall be made with adequate and stable side slopes or sho ring struttin g if

necessary. The contractor shall provide all measures to protect adjoining properties

service limes etc. The contracto r shall take necessary action to keep exca vati on free

Trenches shall be wide enough to provide sufficient space for joining and

inspection. The t rench bed shall be trimmed and rammed with sp rin kling of sand or

murmur so that the pipes when laid to t he requi red le vels and gradients shall be on

the bottom full y supported along the entire length of the pipe. The trench shall be

deepened and widened locally to receive the sockets and to permit the j oint to be

made and inspected.

Before excavation i s started rails shall be erected at convenient places and at all

changes of di rection and gradients at a definite and as far as practicable uniform

height above the proposed invert level of the pipes the center lime bein g clearly

marked on each ho rizon tal rail. The depth of excavation and level of the pipe in vert

shall be checked by means of benching road of app ropriate lengths.

Dis posal of the E xcavated Stuff:

The exca vated stuff of the selected type shall be used for filling the trenches and

plinth or le veli ng the ground in layers including rammi ng and waterin g etc.

complete. The Con tractor shall remove the balance of the excavated from t he site of

work t o a place as directed within a lead unto 50mm and fo r a ll lift.

As soon as the work in foundati on has been completed and measured the si des 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 consoli dated before the succeeding layer is laid. The earth shall be

rammed with iro n rammers where feasible and with the butt ends in layer of

crowbars where ram mer cannot be used. The plinth shall be similarly filled wit h

earth in layers not exceeding 15 cm adequatel y watere d and cons olidated by

ramming with iron or wo oden rammers. When filling reaches finished level t he

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 t renches and plinths. Under no

circumstances black cotton soil shall be used for filling the plinths.

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

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

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 t o a size of

The selected soil and or mu rmur or any other materials shall be got approved bef ore

Refilling shall be done in a s ystematic manner b y the contractor before refilling

starts, the contracto r shall get checked the trenches ready fo r refillin g.

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 origi nal surface or

up to plinth level with earth or selected materials in la yers of 15 cm to 20 cm each

well wate red and rammed.

Each layer shall be watered and compacted with heavy ra mmer before the up per

layer is laid till the final level is reached to form a thorou ghly compacted base.

Refilling on t op of pipe shall be carried out carefull y with se lected soft st uff out of

the excavated stuff. The refilling shall be raised about 5 cams. for subsequent

The contractor shall be resp onsible for any settlement d uring passage of time of

duri ng monsoo n and the same shall be refilled with stuff brou ght from the outsi de if

The process of refilling brunches in pli nth watering ramming shall be carried out i n

such a way as not to dan ger to pipe line for foundatio n footin g plinth well etc.

already laid or b uilt up.

If watering is n ot done by contracto r with its own arrange me ant wateri ng cha rges at

20% of this item rate shall be deducted from the bill against this item.

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

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

rings shall no t be allowed to come i n contact with any fuels and shall be stored free

Rubber rings shall be clearly labeled in bundles to i ndicate 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 wi th IS 5382 regardin g thei r material finish tole rance in

dimension and physical requirement.

The rubber rings shall be such that they shall not show an y signs of deterioration for

any reaso n during the cont ract period plus the defects liability period, Entire

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

expenses associated with correctin g defects in this regard includin g replacement of

rubber rings shall be fully borne b y the contractor.

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

the contractor shall t ake into account the manufacturer’s recommendations as to the

methods and equipment to be used in assembling the j oints. In particular the

contractor shall ens ure that the spigot end of the pipe to be jointed is smoot h 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 th e

joint is maed. The rubber rings and any recommended lu bricant shall be obtained

only through the pipe supplier or as directed b y the Engineer.

LEAD CAULKING JOINT S

The jointing s hall be done with molten lead and spun yam. Pin lead shall be of

uniform qualit y clean and free from foreign materials. It shall be of uniform softness

capable of being easil y caulked or driven. It shall conform to IS: 7 82 Spun yarn

shall be of clean hemp and of good quality. It shall conform to IS: 6587 Its quantit y

shall be as follows.

Qua ntities of spun Yarn for Different Sizes of Pipes

(Materials for singl e collar joi nts)

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

quantities of spun yarn depending upon the site conditions.

The quantity of different diame ters of C.L. pipes and fittings shall

QUNTITIES OF LEAD YARN FOR DIFFERENT SI ZE S OF PIPE S

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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

is permissible either way.

Lead shall be heated in a meltin g pot kept in eas y reach of the joint to be poured so

that the molten metal will not be chilled in being carried from the melting pot to the

joint and shall be brought to a proper temperature so that when stirred it will show a

rapid change of color. Before pou rin g all scum shall be removed. Each joint shall be

made with one cont inuous pou r filling of the entire joint space with solid lead.

Spongy or i mperfectly filled j oints shall be burnt out an d repaired.

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

pipe shall be dammed with clay to from a pouring lip to p rovide for filling the joint

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

The jointed is d one by first caulking in spun yam, then filli ng the remainder of the

joint space b y 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 t o preven t the flow of molten lead into the bo re of the pipe.

After t he lead has been run into the j oint the lead shall be thorou ghly caulked.

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

and leaded. The leading ri ng shall first be removed and an y lead outside the sock et

shall be removed with a flat chisel and then joint caulked removed with a flat chisel

and then the joint caulked around thre e times with caulkin g tools of increasing

thickness and hammer of 2 k g. Weight Lead run joints shall be preferably finished

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

tested under specified hydrostatic test pressure, thou gh the rest of the pipe line

shoul d be covered up to prevent expansion and co ntracti on due to variati on in

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

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

foundation etc. in layers not exceeding 20 cams. In dep th consol idating each

deposited layer by ramming and watering.

The refilling will generall y refer to refilling of pipe lin e trenches, foundation

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

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which fillin g is to be don e

shall be cleared off all grass loose stones rubbish of all kind s brick bats as well as

tress roots etc.

They s hall be well watered before stuff is laid.

Removi ng & recover of existing CI/DI pipe line. Carti ng it to the munici pal

Stores as per instruction of Engg. In c harge.

These items relates to recoveri ng of existing water pipe line of any material and any

dia. Which includes reco vered the existing pipes from t renches including all fittin gs

and valves. Materials should be stacked and carted from site to the AMC stores as

directed by En gineer in charge. Recovering of pipes and fittings specials and val ves

with tail pieces shall be so that min. damage in pipe lines and no dama ge shall be in

fittings and valves. Rate also includes chiseling and cuttin g of serviceable pipe end

with necessary tools & equipments and then after recover pipes shall be credite d

into store so t hat serviceable pipes shall measure in rmt. And scrapped or damaged

pipes or broken pieces shall be measured in kg.

Laying of pipes and fittings/specials

All precautions shall be taken during excavation and layi ng operations to guard

against possible damage to any existing structu re/ pipeline of water, gas, sewage etc.

After excavation of trenches, pipes shall not be lowered unless the dimensions of

trenches and bedding wo rk for pipes at the bottom of t he trenches are approved and

measured by Owner/Engi neer. Pipes and fittings/specials shall be carefully lowered

in the trenches. Spec ial arran gements such as cranes, t ripods with chain pulley block

for lowering t he pipes and fittings/ specials shall be made by Contractor. In no case

pipes and fittings/ specials shall be dropped. Slings of canvas o r equally non-

abrasive material of suitable width or spe cial attachment to fit the ends of pipes and

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

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

rung wit h a light hammer preferably while suspended to detect cracks. If do ubt

persists, further confirmation shall be done b y pourin g a little kerosene/dye on the

inside of the pipe at the suspected spot. No sign of kero sene/dye should appear on

the outside su rface. Pipes and fittings/specials damaged during lowering o r align ing

shall be rejected by Owner/ Engineer.

All the pipes are t o 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

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

upstream, except when the pipeli nes runs uphi ll in which case the soc ket en ds

shoul d face the upgrade. The lying of pipes shall always proceed up grade of a slope.

After placing a pi pe in the trench, the spigot end s hall be entered in the socket and

the pipe forced home and aligned to required gradien ts. The pipes shall be secu red

in place with approved backfill material tamped under it except at the socket. Pi pes

and fittings/ specials which do not allow a sufficient and uniform space for joints

shall be removed and replaced with pipe s and fittings/ specials of proper dimensions

to ensure such uniform s pace. Precautions shall be taken to prevent d irt f rom

entering t he jointing space. At times when pipe laying is not in progress, the open

ends of pipe shall be closed by a watertight plu g or other means app ro ved b y Owner/

Engineer. During the period that the pl ug is on, the C ontractor shall take pro per

precautions against floatin g of the pipe owin g to entry of water into the trenc h.

Wherever it is necessary to deflect pipe form a straight line, either in the ve rtical of

hori zontal plane, to avo id obstruction or where long radiu s curve are permitted the

deflection allowed at joints shall not exceed 2 1/2o. In case of pipes, with joint to b e

made with loose collars, the colla rs s hall be slipped on before the next pipe is lai d.

The pi pes shall be laid such that the marking on pipes appears at the top of the

The cuttin g of pipe for inserting valves, fittings or specials shall be done in a neat

and workman like manner without dama ge to the pipe so as to leave a smooth end at

ri ght angles to the axis of the pipe. For this p urpose, p ipe-cutting machine shall be

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

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 mea suremen t and ra te for item sha ll be g iven as per one ru nnin g m eter

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 m ea suremen t a nd ra te fo r item sha ll be given a s per o ne kilogra m ba sis.

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

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 ea suremen t a nd ra te fo r item sha ll be given a s per o ne number b asis.

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.

The Mode of m ea suremen t a nd ra te fo r item sha ll be given a s per o ne number b asis.

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.

La bou r sha ll be sup ply fo r f ull shif t du ty, min im um & ho urs witho ut recess tim e

a lso Muka rdam, Supervis ion sh ould be pro vid ed fo r ful l sh ift duty withou t recess time n o

labour should be a llowed belo w 1 8 yea rs as per la bour a ct, in a ll sites. All la b ours should

be fit fo r such type of b rea k d own work fo r d ay & n igh t if la bours n ot don e work p roperly

a s reqd. la bour sho uld be rem oved from site. It mo re th en 10 la bour on site per day

con tra ctor mu st have la bour licence.

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis

Item No. 18 D ewatering by pump in g set of req uired capaci ty in clud in g temporary

p latfo rm carting p ump ing at s ite an d fixin g the same in pos itio n inclu ding all

accessories, and f ue l an d labour e tc. Comp le te (A) Pump se t of Capacity

The Mode of m ea suremen t a nd ra te sha ll be given a s per HP /Hr. ba sis

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

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)

Providi ng & Supplying J CB Mach in e o n renta l ba sis in ca se o f emergen cy situa tion a nd

brea k down type wo rk & al so du ring una vo id able condition a s per in structio n of

engg .in cha rge , rate inc ludes a ll n ece. sh ifting, fuel and op era ting cha rges a nd sta cking of

usefu l & non -useful ma terials sepa ra tely up to sto re. (No p a yment shou ld be a ll owed fo r

no n wo rkin g condi ti on of ma chinery a nd for pipe lin e exca va tion and l aying work).

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e hou r basis.

ITEM N O. 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

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)

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e hou r 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 inclu des exca va ti on in any length , breadth & depth fo r lo ca tin g existing pipe lin e

or va lve of a ny Di ameter a s per i nstructio n of site i n-cha rge. Mea surement pa id in on e

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

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 fo r doin g washout of water pipe line at end including necessary

excavation refilling the pit. Allowing the water to flow for 1 5 m inutes twice or

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

thrice as per site condition during suppl y hour, dewaterin g the pit and pluggin g wit h

existing wooden butc h. etc. com p. as per instrucion

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

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

This Specif ica ti on covers the men tioned supply item s fro m o pen market & supp lied a t

a n munici pa l store or site of wo rk.

APPLICABLE CODES :

IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.

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

The Mode of mea su remen t a nd ra te sha ll be given a s p er on e number ba sis.

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

The wood en ta per plug shou ld be mad e from country wood a s per the sa mple an d suitable

to the / dia of p ipe and sh oul d be free f rom cra cks.

The size of wooden plug should the plu g ca n ea sily entered in pip e and fixed p roperly

with the co nnectio n o f pipe so tha t wa ter m a y not teak through plug and ca n easily

removed a s and where required.

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

Item No. 25 Labour ch arges f or repairing of s lu ice v alve / re flux valve

in cluding materials , labo urs and testing etc.,complete (B)Replacing o f Glan

p ack ing o nly

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

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

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

watering the trenches spreading and carting away of surplus earth within 100 mts. lead as directed

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

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

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

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

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

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

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

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 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.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e running meter ba sis

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 directed.

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

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

The Mode of m ea suremen t a nd ra te fo r item sha ll be given a s per o ne number b asis.

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

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 material.

The Mod e of mea su rement and ra te sha ll b e given a s p er on e sq meter ba sis

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 Mod e of mea su rement and ra te sha ll b e given a s p er on e numb er ba si s

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 fixing at top.

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

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

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 ea suremen t a nd ra te sha ll be given a s per on e numb er ba sis.

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 surplu s earth etc. sh a ll b e ca rried a wa y immed ia tely f rom the site o f wo rk to a

place within 5km. d istance or a s directed a nd o rd ered by the Engineer, so as not to ca use

a ny in convenien ce to the p ublic tra ff ic fin din g which in view of public sa fety a n d traff ic

con veni ence. Th e co rpora tion shal l ca rry out the work b y any o th er agency a t the

con tra ctor’ s risk and cost. If the in structions a re no t co mpleted with in 7 da ys fro m the

da te of order to ca rt the surplus ma teri als a nd clea r the site, the sa id work shall be

ca rried out by the Municip a l Corpo ratio n a t the risk an d co st of the co ntra ctor and no

cla im or d ispute sha ll be enterta ined in th is respect.

If th e f ill ing in trenches a f ter settlemen t of the ea rth f ill ing in trenches i s to be done and

the sa me shal l be ca rried o ut b y the contrac to r withou t a sking any extra ra te. T h e

con tra ctor sha ll h a ve to ca rt the surp lus ea rth af ter the trench es we will wa tered a nd

refilled with the sa nd. Th e ra te of ca rting inclu din g ca rting of bri ckba ts, meta l, rubb le

veg etable and ga rba g e, if necessary to clea r the road surface.

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e cubic m eter ba sis.

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.

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

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

Nimb hada stone o f o rdina ry qual ity. pa ving o n 37 mm to 50 mm th ick/C.C. bl ock of size

45 x 30 x 4. Shal l b e used of ap p. qua l ity o n a vera ge 5.00 cm. thick sa nd beddin g incl.

cem ent poi nting in prop. of C.M. 1:2. Necessary wa tering cu ring etc. u p to 7 days shal l be

Necessa ry ex cavation sh a ll be do ne to the reqd. d epth & level & grad e a s sh own to th e

con tra ctor. The fou nda tio n b ed sho uld be watered and consolida ted befo re th e b edding is

The su rplu s ea rth sha ll be remo ved b y the co ntracto r with in in a lea d of 30 m ts a s

instructed & du mp will b e leveled b y th e co n tra ctor. The san d shall be clear & co arse.

The stone sha ll b e la id in line level & gra di ent reqd. No pa rt of ston e sha ll b e la id

projected. The jo int sha ll be ¾” mm thick. Staggeri ng of the jo int sha ll be provi ded if so

Fo r p ointing of a ll the j oi nts sha ll be ra cked out to fu ll dep th while the morta r ha s no t set

du ring the la ying of ston e. Th e join t sh all b e po inted with n eat cemen t so that the surface

ma y be smoo th & f lush with the sla b. Wa teri ng sh all be do ne fo r 7 da ys. For cem ent

po in ti ng C.M. sh all be o ne pa rt of cement a nd two parts of sa nd to full dep th etc.

comp lete a s req uired as d irected.

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e sq uare m eter ba sis.

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.

Nimb hada stone of ordin a ry qua lity pa vi ng on 37 mm to 50 mm th. sha ll be used of

a pp ro ved qua li ty on avera g e 5 .00 cm. thick sand bedd ing incl. cemen t po inting in pro p. of

C.M. 1:2. Nece ssary watering curing etc. up to 7 da ys sha ll b e done.

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

Necessa ry ex cavation sh a ll be do ne to the reqd. d epth & level & grad e a s sh own to th e

con tra ctor. The fou nda tio n b ed sho uld be watered and consolida ted befo re th e b edding is

The su rplu s ea rth sha ll be remo ved b y the co ntracto r with in in a lea d of 30 m ts a s

instructed & du mp will b e leveled b y th e co n tra ctor. The san d shall be clear & co arse.

The stone sha ll b e la id in line level & gra di ent reqd. No pa rt of ston e sha ll b e la id

projected. The jo int sha ll be ¾” mm thick. Staggeri ng of the jo int sha ll be provi ded if so

instructed. For pointing of al l the joints sha ll be ra cked out to f ull dep th wh ile th e mo rta r

ha s no t set during the la ying of stone. Th e jo in t sh all be po inted with nea t cement so that

the surface ma y be smoo th & flu sh with the sla b . Wa tering sha ll be don e fo r 7 d ays. Fo r

cem ent poi nting C.M. shal l be one pa rt o f cem en t and two parts o f sand to f ull d epth etc.

comp lete a s req uired as d irected.

The Mode of m ea suremen t a nd ra te sha ll be given a s per on e sq uare m eter ba sis.

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 straight edge.

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

and masonary work.

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

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

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 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

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.

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

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 C.E.

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

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 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 in coarse.

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

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

(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 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

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 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

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

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 cement grout.

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 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

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

FRC manhole cover with seat to be set in cement mortar with cement concrete of 1 : 2 : 4 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)

(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 chamber shall 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

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

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

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 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 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 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 excavated soil

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)

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

1.00 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 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 15 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 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 :

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. 5.3.8(a)

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

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

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

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 Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

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Seal and Signature of the Bidder AdditionalCity Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

(A) Penalty For Maintenance and SLA Purpose: Penalties will be applied for work done after the SLA period

based on the following schedule:

Department Category Problem SLA 10% 20% 30% Penalty

Penalty Penalty (Hours)

(Hours) (Hours)

Engineering Water Water-low pressure 240 Hours 240 480

Engineering Water Water-No Supply 240 Hours 240 480

Engineering Water Water-Other 72 Hours 72 144

Engineering Water Water-Leakage In Main 48 Hours 48 96

Engineering Water Water-Pollution In Supply 240 Hours 24 48

Engineering Drainage Drainage- Manhole Cover 24 Hours 24 48

Engineering Drainage Drainage-Other 48 Hours 48 96

Engineering Drainage Drainage- Choking Of Line 48 Hours 48 96

Engineering Drainage Drainage-Public 72 Hours 72 144

Toilets/Urinals Blockage

Engineering Road Road-Other 48 Hours 48 96

Engineering Road Road-Bhuva On Road 48 Hours 48 96

Engineering Road Road-Repair Require 72 Hours 72 144

Engineering Storm Road-Waterlogged Due To 24 Hours 24 48

Engineering Storm Road-Catch Pit Repairing 96 Hours 96 192

Engineering Public Public Building-Repairing 360 Hours 360 720

Building of Doors, Windows, Tiles

Engineering Footpath Road-Footpath Repairing 168 Hours 168 336

Engineering Building Building-Municipal Schools 168 Hours 168 336

Note: If work is not completed after the penalty time limit, a penalty equal to the full amount of the work will

(B) Penalty 10% for New Allocated Works.

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNCIPAL CORPORATION

Central Zone - Engineering Dept.

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Sr. No. Description Of Item Qty. Unit Net Rate Amount

1 Providing FoR Cost of Materials & supplying at Materials

A Providing TMT Bar FE 500D reinforcement for R.C.C. work 45 K.G 75.46

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

B P/F dead shuttering for slab, beam etc.(Based on Drainage 20 SMT 312.50

SOR 2015-16 Item No.27)page No.5

C Lead (AMC central Stroe i.code 18910001 rate as on 120 K.G 214.74

D Jute (Spun Yarn) (AMC central Store i.code 18940001 rate 50 K.G 76.10

as on dated 21.02.2023)

E Bolts and washer for valves (GWSSB SOR 22-23 SECTION 4 K.G 63.00

F MS Plate (as per building SOR) 3 K.G 63.35

G MS pipe /piece 3 K.G 75.00

H MS Ring flange 3 K.G 125.00

I MS Blank flange 3 K.G 98.21

J Rubber Gasket 3 K.G 71.43

2 Providing & supplying For Welding Joints

A Hiring and operating the 20 KV 3 Phase Electric 1 SHIFT 2500.00

Generator for operating desilting machinery and lighting

and other requirements with Arranging diesel to run the

D.G. Set Do As Directed. 8 Hrs Shift.

B Rent of Welding machine per shift 1 SHIFT 893.00

C Rent for Grinder machine per shift 1 SHIFT 304.00

D Gas Cutting set per shift 1 SHIFT 513.00

E LPG bottle 1 NO 1205.00

F Oxygen bottle 1 NO 246.00

G Rent of Tools & Other Charges 1 SHIFT 446.00

H Rent of Chain pulley block & Tripod 1 SHIFT 446.00

3 Providing For Masonry & RCC Work 1

C M-Seal 100 gm pack 1 NO 26.79

D Cement bag (As per building SOR I.code M143) 1 BAG 323.00

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

E Supplying grit size of 6.3 to 10 mm size at all road store of 1 CMT 803.67

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 13 +

Statement 5 Col.5 + ABOVE 50Km.

F Kapachi Aggregates (R & B Ah.City S.O.R.23-24 mat.Sr.178 5 CMT 958.99

G Supplying good quality River sand free from foreign 2 CMT 588.50

materials, impurities etc comp as dire at different store of

khadiya ward with loading and unloading etc comp R & B

Ah.City S.O.R.23-24 mat.Sr.191 page 13 + Statement

Col.5 + ABOVE 50Km & UP TO 100Km

H Supply bricks shall be hand or machine moulded and 1 NO 5.38

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

3 Providing and laying controlled cement concrete M.200 1 Cmt 3977.88

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

4 Labour charges for repairing of lekage CI/DI pipe line of

following diameter at different places incluyding

necessary excavation manually or by machinery,

removing of mud, dewatering, cleaning of pipe, cutting

of pipe, Jointing & repairing using CID joints including

CID joints, rubber rings, nut bolts, hiring excavator,

Hydra/ Crane, dewatering machine, fuel, operator

etc complete ( including cost of jointing material but

excluding cost of pipe) (GWSSB SOR 22-23 SECTION 1 G

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

5 Labour charges for repairing of lekage CI/Di pipe

line for following dia different places including

necessary excavation manually or by machinery removing

mud dewatering cleaning of pipe and leakafe portion and

repairing by inserting lead wool jute tools required for

inserting lead wool hiring charges of excavators

Hydra/crane j.c.b dewatering set fuel operator cost of

lead wool etc complete(including all material but

excluding cost of pipel) (GWSSB SOR 22-23 SECTION 1 G

6 Providing, supplying and fixing check nut for sluice valve.

C.I./M.S./G.M. or Brass. Instruction of engg. In charge.

7 Labour charges for repiaing of Sluice valve / Reflux

valve inlcuding materials, labours and testing etc.

Complete. (i) Replacing of S.S. Spindle only (GWSSB

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

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

8 Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of the

following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (R & B Ah

city SOR 23-24 Page No.162)

a 40 mm dia (I.code no. 23001EA Item No.23.2) 1 RMT 596.73

b 25 mm dia (I.code no.23001CA Item No.23.2) 0 RMT 393.93

c 20 mm dia (I.code no. 23001BA Item No.23.2) 0 RMT 297.25

d 15 mm dia (I.code 23001AA Item No.23.2) 0 RMT 244.13

e 50 mm dia (I.code no. 23001FA Item No.23.2) 0 RMT 779.60

9 Providing, laying and jointing in true line and level U.P.V.C

pipe (SCH - 40) of following dia. including fittings of

standard make as approved by Engineer - in - charge. Pipe

shall be fixed on the wall with the help of clamp at

every shall be concealed as directed including

necessary Tee ,bend, any joint & any fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials

(R & B Ah city SOR 23-24 Page No.170)

A 15 mm (I.code no. 23061) Page No.170 15 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 2 RMT 117.97

D 40 mm (I.code no. 23064) Page No.170 2 RMT 146.65

E 50 mm (I.code no. 23065) Page No.170 2 RMT 193.73

F 110mm (I.code no. 23067) Page No.170 2 RMT 826.88

G 160 mm (I.code no. 23066) Page No.170 2 RMT 822.99

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.AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.4(a)

a a) upto 0.20 meter thickness (By Manual) AMC Drainage / 80 SMT 71.43

SWD pipe line S.O.R.Jan/2016 Sr.4(a)

b b) 0.20 meter to 0.30 meter (By Breaker Machine 10 SMT 178.57

including cost of operator, fuel, & transportaion etc

complete. AMC Drainage / SWD pipe line S.O.R.Jan/2016

c c) 0.30 meter & above (By Breaker Machine including cost 10 SMT 312.50

of operator, fuel, & transportaion etc complete. AMC

Drainage / SWD pipe line S.O.R.Jan/2016 Sr.4©

11 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) 25 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

F 2.0" dia on CI/DI Pipe up to300mm dia. Sr.No.12 Item 5 NO 2678.57

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

12 Transporting from AMC store and laying spigot and socket

New DI pipe line DI-k-9 pipes of various classes with

CI/DI/MS specials of following diameters. Rate includes

excavation up to minimum 1.0 mt. depth from top of pipe

/ as per requirement in any soil, refilling after laying

pipe, covering and temptation of carting surplus

earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joints shall be made

tight & leak free etc. comp.AMC SOR - (Jan. 2016) Rates

for Labour work for water pipe line Sr.No.1 Item No.1

A 100 mm Sr.No.1 Item No.1(b) 100 RMT 64.29

B 150 mm Sr.No.1 Item No.1 © 100 RMT 77.68

C 200 mm Sr.No.1 Item No.1(d) 50 RMT 93.75

D 250 mm Sr.No.1 Item No.1(e) 10 RMT 113.39

E 300 mm Sr.No.1 Item No.1(f) 10 RMT 136.61

F 350 mm Sr.No.1 Item No.1(g) 10 RMT 185.71

G 400 mm Sr.No.1 Item No.1(h) 5 RMT 207.14

H 450 mm Sr.No.1 Item No.1(i) 5 RMT 272.32

I 500 mm Sr.No.1 Item No.1(j) 1 RMT 320.54

J 600 mm Sr.No.1 Item No.1(k) 1 RMT 384.82

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 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) 150 RMT 64.29

B 150 mm Sr.No.3 Item No.3(c) 150 RMT 77.68

C 200 mm Sr.No.3 Item No.3(d) 150 RMT 93.75

D 250 mm Sr.No.3 Item No.3(e) 9 RMT 112.50

E 300 mm Sr.No.3 Item No.3(f) 10 RMT 119.64

14 Labours charges for collecting specials from Municipals 1000 K.G 21.43

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 AMC SOR - (Jan. 2016) Rates for Labour

work for water pipe line Sr.No.7 Item No.7 page

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. 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) 5 NO 1410.71

B 150 mm Sr.No.4 Item No.4© 5 NO 1598.21

C 200 mm Sr.No.4 Item No.4(d) 5 NO 2125.00

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

D 250 mm Sr.No.4 Item No.4(e) 5 NO 3000.00

E 300 mm Sr.No.4 Item No.4(f) 2 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

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. 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) 20 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

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.

A Labour charges - Mazdoor (male) R & B Ah.City S.O.R.23- 25 NO 493.00

24 I.CodeL022 Page No.39

B Fitter R & B Ah.City S.O.R.23-24 I.CodeL014 Page No.39 25 NO 640.00

C Labour charges - Supervision for Machinery R & B Ah.City 10 NO 711.00

S.O.R.23-24 I.CodeL029 Page No.39

18 Dewatering by pumping set of required capacity 10 HP/Hr. 18.32

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

19 Providing & Supplying JCB Machine on rental basis in 10 Hour 535.71

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

Signature of Bidder Page 68 of

Ahmedabad Municipal Corporation

20 Supplying Pneumatic Breaker Machine for RCC Slab or 10 Hour 535.71

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

Machinery Sr.10

21 Excavation for trial pit for location of existing line 10 NO 290.00

including excavation of any depth including refilling,

watering etc. Comp (As per previous tender Rates)

22 Labour charges for doing washout of water pipe line 10 NO 669.64

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

23 P/S OF good quality of rubber rings for following dia

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 © 10 NO 53.57

C 200mm Item No.17 (d) 2 NO 93.75

D 250mm Item No.17 (e) 2 NO 125.00

24 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 No.16 page

A 15 Mm dia. to 20 MM dia.Item No.16 (a) 250 NO 13.39

B 25 Mm dia. to 37 MM dia. Item No.16 (b) 12 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) 50 NO 312.50

E 150 mm dia Item No.16(e) 5 NO 446.43

F 200 mm dia Item No.16(f) 5 NO 714.29

25 Labour charges for repairing of sluice valve /

reflux valve including materials, labours and testing

etc.,complete (B)Replacing of Glan packing only (GWSSB

Signature of Bidder Page 69 of

Ahmedabad Municipal Corporation

26 Providing and laying (to level or slopes) and jointing with

stiff mixture of Cement Mortar in proportion 1:1 Salt

glazed stoneware pipes including testing of pipes and

joints complete.(R &B Ah city SOR -23-24 Item no.

24.1)page No.172

A 100 mm (I.code 24001AA) 15 RMT 211.05

B 150 mm (I.Code 24001BA) 15 RMT 288.23

27 Fixing of valve Road box incl .locating valve, nece. 15 NO 446.43

excavation, tem also inclues cartring form AMC store to

site. Etc.Comp. as directed AMC SOR - (Jan. 2016) Rates

for Labour work for water pipe line Sr.No.9 Item No.9

28 Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam

specification including premixing the Material with

water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform

layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to

achieve the desired density as per Codal

Provision. (RA Approved St.Com.Res No.189,

A PRODUCTION & SUPPLY OF WMM 5 CMT 1975.00

B LAYING OF WMM 5 CMT 35.00

29 Hiring of Tractor with trolley considering 8 Hrs. As 1 DAY 2104.09

working Day hours inclu. Driver (GWSSB SOR -22-

23 Section 2E-Miscellenous Item no. 7)

30 Barricading the entire break down or excavated area 25 RMT 80.36

on rental basis using wooden ballies / M.S. angles at

max. 2.00 meter centre to centre, C.G.I. Sheet, reflective

paint / Board outside to avoid accident & for smooth

traffic diversion & movement including cautionary

board etc. Item also includes for making temporary

sufficient nos of lighting arrangement throughout the

work with necessary required arrangement. ..The same

shall be removed after completion of work. AMC SOR -

(Jan. 2016) Rates for Labour work for water pipe line

Sr.No.35 Item No.35 page

31 Reinstatement of Asphalt road/any kind of 15 Smt 103.57

paving/flooring using the same material. (As per previous

ARC tender rates)

32 Providing , Supplying and fixing ISI mark approved quality 15 No. 223.21

for ferrul connecting to existing CI/DI pipe line of water

tight joints per inst.of engg. in

charge (15 mm) dia AMC SOR - (Jan. 2016) Rates for

Labour work for water pipe line Sr.No.18 Item No.18 page

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. SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

(B) up to 0.35mt. (@ Four Coarse)AMC Drainage / SWD 1 No. 1160.71

pipe line S.O.R.Jan/2016 Sr.21(b)

Signature of Bidder Page 70 of

Ahmedabad Municipal Corporation

(C) up to 0.65 mt. (@ Seven Coarse)AMC Drainage / SWD 1 No. 1794.64

pipe line S.O.R.Jan/2016 Sr.21©

(D) up to 0.90 mt. (@ Ten Coarse )AMC Drainage / SWD 5 No. 2160.71

pipe line S.O.R.Jan/2016 Sr.21(d)

34 Repairing damaged I.C./ Raising removing damaged 25 No. 401.79

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. SOR

- (Jan. 2016) Rates for work of Drainage / SWD pipe

35 Labour Work for temp Jodan of ex.line for running water 15 No. 267.86

supply incl makin collar between gap of pipe & jointing with

jute & day after removing all thi as per inst etc.comp as

dire.AMC SOR - (Jan. 2016) Rates for Labour work for

water pipe line Sr.No.14 Item No.14 page

36 Conveyance charges of lime, murrum, building, rubbish, 10 Cmt. 326.73

manure or sludge and excavated rock and fly ash J.

km R & B Ah.City S.O.R.23-24 Statement-5 I.Code

030201A1 Page No.6

37 Dismentaling tiled of stone floors laid in mortar 25 Smt. 47.25

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift (P.140 I.No.2005 Building S.O.R.2023-2024)

38 Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc

comp. as dir.For pavementSOR - (Jan. -2016) for Central

Verge / Footpath / Stone Paving

I) Laying on Sand bedding as per requirement to fix the 2 Smt. 69.64

C.C.Block / Nibhada Stone in Line & Level

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.SOR - (Jan. -

2016) for Central Verge / Footpath / Stone Paving

Nimbhada ladi paving (37 to 50 mm.) 2 Smt. 236.61

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. (Based on Drainage SOR 2015-16;

a 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 5 No. 2261.61

b 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 2 No. 2874.11

b 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 2 No 3905.36

meter for pipe dia <=20 mm

Signature of Bidder Page 71 of

Ahmedabad Municipal Corporation

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)

(Based on Drainage SOR 2015-16; Item No.12)

a 1.00 to 2.00 meter depth (Slab at Ground level) Sr. 5 No. 5651.79

No.12(a) page No.3

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 excavated soil

(Based on Drainage SOR 2015-16; Item No.17)

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 1 No 5892.86

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)Sr. No.17(a) page No.4

b 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 1 No 8883.93

C.M& reinforcement (Single jalli at 15 C.M. c/c bothway

10 mm dia.) From 2 to 3 mt depth (Slab at below

mt. From G.L.)Sr. No.17(b) page No.4

c 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM 1 No 8080.36

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

mm dia.) From 0 to 2 mt depth (Slab at Ground level)Sr.

No.17(c) page No.4

d 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM 0 No 17008.93

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

mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.

From G.L.)Sr. No.17(d) page No.4

e 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM 0 No 24776.79

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

mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt.

From G.L.)Sr. No.17(e) page No.4

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 72 of