Laying Strom Water Drain and Const. New Catchpit at diff. Places in Shahpur Ward.

Name of work:- bÎgÍtullt Ntnvwh Jtuzobtk swœe swœe søgtyu Jhmtœe vtKele jtEl ltFJt, lJe fuavex cltJJt <&t

hevuhekd fhJtlt ftb ctc<.

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 bÎgÍtullt Ntnvwh Jtuzobtk swœe swœe søgtyu Jhmtœe vtKele jtEl ltFJt, lJe fuavex

cltJJt <&t hevuhekd fhJtlt ftb ctc<.

2 Tender Amount Rs.29,99,900.00 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

(Estimate put to Tender)

3 Tender fee Rs.1500.00

(Demand Draft in favour of Municipal Commissioner, Amdavad)

(Non refundable) Tender Fee shall be submitted physically along with the Physical

4 Time Limit 12 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E-1” class having in Road Works in PWD in Govt. R&B /

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

If successful bidder is not registered with AMC, they will have to

register before submitting his Running Bill No.

7 Earnest Money Deposit Rs.29,999.00 (Demand Draft / pay order / Bank Guarantee in favour

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

prescribed as below. Demand Draft/Bank Guarantee shall be from

(1 % of Estimate put to

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 120 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.03, Dt.28.04.2023.

E.M.D. shall be submitted physically along with the Physical

Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

Ahmedabad Municipal Corporation

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

received after latest schedule date and time will not be entertained under any

submission of tender circumstances.

11 Submission of Price Bid The Price bid shall be submitted online only. It shall not be submitted

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. it should be valid

for 120 days from the last date of online tender submission.

14 Security Deposit 5 % of Contract Value to be submitted in the form of Bank Guarantee

as per. Bank Guarantee shall be from approved list of AMC of banks

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

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

days beyond Date of completion of work. The Security Deposit shall

be payable in 15 days from date of receipt of LOI failing which interest

@4% per annum will be charged by AMC.

15 Deductions from Running

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

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

b. Labour welfare cess 1% Labour welfare cess as per the Act, 1996 (non refundable) shall be

deducted from each running bill.

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

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

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

18 During execution of works and in defect liability period, in any case if any fatal accident (major or

minor) occurs due to poor work and poor safety precautions, then it will be completely contractor’s

responsibility and compensation for the same has to be paid by contractor. During execution of

works if any news is published in print/Electronic/Social media regarding inferior quality of work and

poor safety precautions, and due to inferior quality work any fatal injuries occurs, all the losses due

to such accidents and expenses of legal matters shall be borne by contractor.

• 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-

Seal and Signature of the Bidder Additional City Engineer(C.Z.)

Date: Ahmedabad Municipal Corporation

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: - bÎgÍtullt Ntnvwh Jtuzobtk swœe swœe søgtyu Jhmtœe vtKele jtEl ltFJt, lJe fuavex cltJJt <&t hevuhekd fhJtlt

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

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

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

contract, Appendices, Specifications, Bill of Quantities, furnished by AHMEDABAD MUNICIPAL

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

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

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

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

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

opening of the tender.

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

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

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

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

Responsibility. I am bound to prove originality of all documents submitted by me and if any Documents

found false/fake then Municipal Commissioner/AMC has right to take any action/penalty/punishment

Ahmedabad Municipal Corporation

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

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

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

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

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

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

Yours faithfully

Seal and Sign of Contractor

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 “E-1” class having in Road Works in PWD in Govt. R&B / CPWD /

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

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

• 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.

Ahmedabad Municipal Corporation

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

aggregates etc. and obtain all information that may be necessary for preparing the Bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

Bidder's own expense.

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

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

amount of work increases / decreases up to any extent.

• 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)

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.

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

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

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

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

submission of bids.

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• 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

Ahmedabad Municipal Corporation

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

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

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

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

request and the bidders' responses shall be made in writing or by cable. A bidder may refuse the

request without forfeiting his bid security. A bidder agreeing to the request will not be required or

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

period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

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

A N N E X U R E – I (AMC Finance Department Circular No.03,Dt.28.04.2023)

C. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

 All nationalized Banks

D. Guarantees issued by following banks will be accepted as SD/EMD for the period up to March-31,

2024.The Validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee.

1.Commercial Banks :-

1. A U Small Finance Bank

3. City Union Bank

4. DBS Bank India Limited

6. Equitas Small Finance Bank

7. Federal Bank

10.IndusInd Bank

11.Kotak Mahindra Bank

12.Standard Chartered Bank

13.Tamilnadu Mercantile Bank

14.Bandhan Bank

18.Karnataka Bank

19.Krur Vysya Bank

20.South Indian Bank

21.Utkarsh Small Finance Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

Ahmedabad Municipal Corporation

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

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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 the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

Union, where executed.

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

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

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

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

under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

marked as follows:-

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

Ahmedabad Municipal Corporation

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

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

details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

holiday for the Employer, the Bids will be received up to the appointed time on the next working

day. The Bidder is further required to submit Documents in Physical Form on or before the Bid Due

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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.

Ahmedabad Municipal Corporation

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

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

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

/ Bid Security.

22.0 SECURITY DEPOSIT

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

Employer a security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the

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

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

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

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

discontinuity of the bank guarantee.

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

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

value of contract.

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

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

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

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

conditions of the tender.

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

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

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

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

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

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

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

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

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

date of the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees

shall be invoked by the Engineer – in – charge. Also in case of any deficit in securities on any

account as might occur or is noticed, the Contractor shall forthwith recoup/replace the same with

acceptable Security Deposit.

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

are not completed in all respects.

Ahmedabad Municipal Corporation

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

 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

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

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

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 for the works

Ahmedabad Municipal Corporation

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

public or other.

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

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

consequence of his method of operation.

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

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

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

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

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

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

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

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

caused to any structure due to scaffolding.

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

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

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

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

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

charges and security deposit, if any in this regard shall be borne by him. The Contractor shall abide

by all the rules/ bye laws applicable in this regard and he shall be solely responsible for any penalty

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

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

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

of legal matters shall be borne by contractor.

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

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

regard. The Contractor shall indemnify the Owner against any claim arising out of pilferage / theft,

damage, penalty etc. whatsoever on this account.

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

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

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

Ahmedabad Municipal Corporation

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

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

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

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

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

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

representative of the Engineer shall be supplied by the contractor.

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

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 variation.

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

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

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

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

rates derived by rate analysis based on the following three methods. , the priority of the

documents forming the Contract shall be as follows:

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

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

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

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

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

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

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

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

Ahmedabad Municipal Corporation

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

taken at 10 % of the final rate derived.

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

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

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

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

Employer, the Contractor, and the 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.

Ahmedabad Municipal Corporation

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

having received.

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

performance of his obligation under the contract.

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

permission of the 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 the Engineer;

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

Ahmedabad Municipal Corporation

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

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

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

practices in competing for or in the executing the Contract.

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

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

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

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

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

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

Borrower of the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

appear during the progress of any part of the work, the contractor shall at his own expense rectify

such error if called upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

due to the contractor with the Municipal Corporation (which may be available with Municipal

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

Corporation reserves the right to carry out post payment audit and technical examination of the

final bill including all supporting vouchers, abstracts, etc.

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

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

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.

Ahmedabad Municipal Corporation

22.0 Dispute to be referred to Arbitrator

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

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

thereof, shall be referred an independent Arbitrator appointed by AMC as far possible in

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

the arbitration and conciliation Act.

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

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

to be used for execution of the work or any part thereof possession of which may have

been taken by the Engineer-in-charge under the said clause –5.

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

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

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

altered work carried out by the contractor in accordance with the instructions of the

Engineer-in-charge under clause 14 and the rates for which is to be determined under the

(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

(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

Ahmedabad Municipal Corporation

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

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

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

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

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

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

Engineer in writing. No photographs/ videography shall be published or otherwise circulated

without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

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

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

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

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

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

mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

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

(9) rJmkdr< ylu rnmtc stud:

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

sKtJuj hfb btLg htFJtbtk ytJNu.

Ahmedabad Municipal Corporation

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

hfbbtk Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt

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

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

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

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

ytÃg <theF&e 15 r>Jm&e NY &guj dKJtbtk ytJNu. <&t <u >hBgtl ftble 5% juFu

zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

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

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

ftgoJtne fhJtbtk ytJNu.

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

btk sKtJuj «btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

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

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

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

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

(11) y:- awfJKe:-

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

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

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

mbtJuN &Nu ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk

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

rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR >tJt> hsw

fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt btxu sYhe

yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt

<ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK ò<lt

ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

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

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

Ahmedabad Municipal Corporation

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

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

ytvJtbtk ytJNu.

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

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

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

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

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

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

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

sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt

(suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu

Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu

Ahmedabad Municipal Corporation

ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. bswhtultu rJbtu

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

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

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

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

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

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

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

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

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

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

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

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

<ubs dtuXJJtltu hnuNu.

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

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

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

vtjl fhJtlw hnuNu.

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

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

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

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

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

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

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

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

sJtc>the ftuLx[tfxhle hnuNu.

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

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

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

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

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

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

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

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

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

Ahmedabad Municipal Corporation

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

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

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

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

VhSgt< ytvJtlt hnuNu.

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

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

ykdule btdoœrNoft lwk vtjl fhJwk.

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

ftbdehelt sÚ&t bwsc mbg bgtoœt lffe fhe Jfo ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk

ftbdehe vqKo fhJtlw awM< vKu vtjl fhJtlw hunNu.

(36) 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.

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

ftuLx[tfxhle mne ylu rmfft

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

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

Item No.1: - Excavation for foundation for following Depth including sorting out and stacking of useful

materials and disposing of the excavated stuff up to 50 Meter lead. (A) Loose or soft soil.

A) 0 - 1.5 mt depth

B) 1.5 - 3.0 mt depth

C) 3.0 – 5.0 mt depth

D) 4.50 to 6.0 mt depth

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

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

Clearing the site:

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials

and rubbish of all kinds, bush. Wood and trees shall be removed as directed. The materials be conveyed

and stacked as directed within 50 M. lead. The roots of the trees coming in the sides shall be cut and

coated with hot asphalt.

The rate of site clearance to be included in the rate of earth work for which no extra will be paid.

After clearing the site, the centerlines will be given by the Engineer-in-charge. The contractor shall

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, etc. required for setting out for setting out reference marks and

benchmarks and shall maintain them if required and directed.

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

as shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or

providing necessary slopes to a safe angle, at his own cost. The payment for such precautionary measures

shall be paid separately if not specified. The bottom of the excavated area shall be 1 evened both

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

allowed for bringing it to level if mistake or any require. No earth filing will be allowed for bringing it to

level, if mistake or any other reason excavation is made up with concrete of same proportion as to 1.5 m.

depth shall be measured under this item.

Disposal of the excavated stud:

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

in layer including ramming and watering etc.

Ahmedabad Municipal Corporation

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place

as directed with lead up to 50 M. and all lift.

Mode of measurement and payment:

The measurement of excavation in trenches for foundation shall be made according to the section of

trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be

made for surplus excavation made more than above requirements or due to sloping and sloping back as

found necessary on account of conditions of soil, and requirements of meter.

The item shall be measured in Cubic Meter.

Item No.2: -Extra rate over item of excavation of earth if excavation is to be done in wet. condition

without resorting to pumping but incl. of bailing out of water. Detailed specifications are as per item

Extra rate over item of excavation of earth if excavation is to be done in wet. condition without resorting

to pumping but incl. of bailing out of water. Detailed specifications are as per item no.

Item No.3: -Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

ofthickness up to 0.20 meter including demolishing the asphalt carpet,metal,soiling/cutting

Reinforcement etc.comp. with stacking the material as directed.

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

b. Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation etc. complete.

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

of operator, fuel, & transportation etc. complete.

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

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

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

damaged portions of road either manually or with the soling shall be first be stripped off for the whole

width trenches. All the materials shall be separately deposited in such places as may he determined by

the Engineer-in-charge. In case rubble not being so deposited or being mixed up with the excavated

materials will not be allowed for refilling. The cost of materials shall be charged from the contractor. The

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

The mode of measurement shall be on smt.

Item No.4:-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.

in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering.

Murrum shall be clean, of good binding quality, and of approved quality obtained from approved

pots/quarries of disintegrated rocks which contain silicones materials and natural mixture of clay of

calcareous origin. The size of murrum shall not be more than 20 mm

Ahmedabad Municipal Corporation

The earth to be used for filling shall be free from salts, organic or other foreign matter, Allclods of earth

shall be broken.

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

cleared of all debris, brick bats, mortar dropping etc.; and filled with earth in layers not exceeding 20 cm.

Each layer shall be adequately watered rammed and consolidated before the succeeding layer is laid. The

earth shall be rammed with iron rammers where feasible and with the butt ends of crowbars, where

rammer cannot be used.

The plinth shall be similarly filled with earth in layers not exceeding 20 cm adequately watered and

consolidated by ramming with iron or wooden rammers. When filling reaches finished level, the surface

shall be flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy-duty flooring like factory flooring, the consolidation may be done by power rollers,

where so specified. The extent of consolidation required shall also be as specified.

The excavated stuff of the selected type shall be allowed to be used in filling the trenches and plinth.

Under no circumstances black cotton soil be used for filling the plinth.

Mode of measurement and payment:

The payment shall be made for filling in plinth and trenches, nodeduction shall be made for shrinkage or

voids if consolidated as instructed above.

The rate shall be for a unit of one cubic meter.

The rate includes cost of collecting and carting murrum/or selected earth of approved quality with all lead

and labour required for filling in trenches and plinth.

The rate shall be for a unit of one cubic meter.

Item No.5:-Conveyance charge of earth,lime,murrum, building rubbish, manual garbage,sludge,excavated

rock,fly ash, aggregate of any kind etc. comp.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall carted

away up to a distance within lead upon 5 km. All surplus earth should be carted away immediately after

the instruction or orders of the engineer in charge. The surplus earth shall be spread at the site shown

where it is carried.

The measurement

The rate shall be for a unit of one cmt.

Item No.6:- Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance, transportation, freight

Ahmedabad Municipal Corporation

charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc.

compl. (IS651/1989 or its latest revision) including labour work for lowering, laying, joiting with cement

mortar (1:1) proportion, proper postion, grade and alignment and all level as directed by engineer in

charge including store to site of work jointing material etc.comp.

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 introduce 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 is inclusive of excavation and refilling. The excavation etc. shall be done as

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

section. In all sorts of soil including oil masonry asphalt roads and wet. excavation. The sewer excavation

shall be commenced at the downstream end of the sewer and be continued up to the gradient as

directed. The trench shall not open more than 60 meters in advance of the completed sewer only when

directed by the Engineer in charge looking to the progress of the work in obtaining the formation of the

bottom of the trenches the usual methods of suing sight rails and boning 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 boning road of appropriate length

and straight edge.

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

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

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 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 heap near the trenchers 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 diced

as directed by the Engineer in charge.

Ahmedabad Municipal Corporation

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

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 ramming 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 up to

invert or the pipeline 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 access 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

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

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

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

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

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

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

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

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

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

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

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

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

Engineer in charge.

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

approved C.E. The rate for excavation for easy jointing and caulking nothing extra shall be paid for this.

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

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

accompanied by through watering the layers of 0.50 meters. Further refilling shall be done thereafter, and

process should be repeated till trenches are completely refilled. Temping and ramming with rammers

shall have to be done at all places 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

Ahmedabad Municipal Corporation

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 rate shall be for a unit of one RMT basis.

Item No.7:- Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable for socket-spigot type including all taxes , insurance,

transporation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, staking etc complete (IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm. Rate also

includes supplying RCC collar for RCC pipes including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC pipes in CM 1:1 1/2 of following diameters in

proper position, grade and alignent at all as directed by engineer in charge. (RCC pipe Horizontal cast).

The RCC pipes shall be procured as per ISS for B Class type specifications using best materials, first class

workmanship as per IS 458/1971.

The proportion of concrete shall be one part of cement to 2 parts sand and 4 parts of black trap

aggregate. mix. of suitable size to as to produce uniform concrete throughout thickness of the pipes.

Reinforcement in from of bars straight and class wise shall be provided as per IS458 calcifications.

RCC spun pipe collars for the pipes shall be made in the same manner. The internal dia. meter of the collar

shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar and

other plastic materials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially prepared formation

or on concrete bed and for the purpose to extra rate shall be given making extra excavation for bed and in

the sides of the trenches

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in the length. For

each joint yarn shall be dipped in hot asphalt. The joint shall be properly cleaned and moisturized, and the

collar shall be kept in position by means of wedges. Semidry cement mortar of prop. 1:1 shall be forced

into joints and chucked completely by means of special cutting tools until the whole space is full. The

mortar shall be sprayed around the collar joints so as to completely encase the joint.

After the joints have thoroughly set, the Engineer or his Assistant may inspect the joints, and if he has any

doubt as to their soundness be may require the contractors to cut open and clear away the cement of any

joint that he may select and to make good the same at their expenses provided that, unless some defect

be found, they shall be required to open more than one joints in 18mt(60') of pipe, though if defect be

found the Engineer direct them to open as many joints as he may deem necessary, the joints made one

day will not as a rule, be inspected until the following day and the cement may has sufficient time to set

well before being covered up.

Ahmedabad Municipal Corporation

Trenches shall not be filled until alignment and levels are examined by the Engineer or his subordinates

and the permission for refilling is granted.

M/s. shall be on RMT basis.

Item No.8:-Constructing Chamber of following size includingexcavation, 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 masonry in CM 1:5 & excluding the cost of chamber seat cover etc.completed.

a. 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for pipe dia<=150 mm.

b. 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for pipe dia<=20 mm.

c. 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia<=20 mm.

The inspection chamber shall be constructed a per plan and section app. by the City engineer. The

specification for different items is as under:

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

section. In all sortsof soil including oil masonry asphalt roads and wet. excavation. The sewer excavation

shall be commenced at the downstream end of the sewer and be continued up to the gradient as

directed. The trench shall not open more than 60 meters in advance of the completed sewer only when

directed by the Engineer in charge looking to the progress of the work in obtaining the formation of the

bottom of the trenches the usual methods of suing sight rails and boning 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 boning road of appropriate length

and also straight edge.

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

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 refillingmay bere-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 heap 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 placed

as directed by the Engineer in charge.

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

meters from the outer edge of the excavated trench. The utmost shall

Ahmedabad Municipal Corporation

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 ramming 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 up-to invert or the pipeline 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 access to invert of the sewer and for

inspection of the ware as ordered by the Engineer. If is required to shared 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 interruption when so ordered by the Engineer.

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

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

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

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

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

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

the contractor shall do the work of making such change and the work shall be paid for as extra work. All

places of public utility etc. shall be kept accessible for use.

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

Engineer in charge. Wherever natural soil commends winder excavation the mentioned above the same

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

be paid for this.

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

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

accompanied by through watering the layers of 0.50 meters. Further refilling shall be done thereafter, and

process should be repeated till trenches are completely refilled. Temping and ramming with rammers

shall have to be done at all places 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.

Ahmedabad Municipal Corporation

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

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

parts of coarse agg. by volume. and the work shall be carried out as per inst. of Engineer in charge and as

Brick work cement mortar:

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD Hand book NO.

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.

R.C.C.(1:1.5:3 ) SLAB : The R.C.C.(1:1.5:3 ) Slab work shall be carried out as per instruction of engg. in

charge of work. The R.C.C.(1:1.5:3 ) Slab work shall be carried out as per detailed specification and

Condition of form B1 Standard Specification of material & code of practice will be applicable. Form B1 &

B2 can be is available in website.

Cement masonry for arches:

Ahmedabad Municipal Corporation

Ordinary work in cement masonry shall be done as per Item No. 526 (C) for cement masonry work and in

addition centering shall have to be done as per instruction & approved to give uniform circular shape. The

proportion of cement mortar for arch masonry shall be 1:3 i.e. one part of cement and three parts of

The work in general is to be done as per PWD Hand book specification No.

All centering shall be prepared & places as directed & shall be struck off & draws with case as to cause

cracks & damages the work. Contractor shall have to remove & improve all disapproved masonry work

either settled of damaged the top bottom & sides of the slab shall be neatly finished with cement mortar

of 1 : 4 proportion.

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

C.I./P.V.C. steps :

Foot steps shall be of the best grey C.I./ P.V.C. as specified above true to dimensions. The rate includes

mixing the same in position as directed the wt. of the approved C.I foot steps shall be 3 kg. RCC steps of

approved design and quality shall have to be fixed if so ordered by C.E. without extra charges. C.I./ P.V.C.

steps shall be fixed at interval of 37 cm. vertically & 22 cm. horizontally starting from the invert of the

The construction of R.C.C. slab shall be done as per instruction of Engg. incharge.No extra payment will

be paid for centering work & steel required for casting of r.c.c. slab.

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

Item No. 9 :-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 DiaM.S.SteelHdpe 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

Meter. (Inside Clear, M.H. length should be parallel to the flow)

Ahmedabad Municipal Corporation

a. 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia<=230 mm)

Item No. 10:-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

mm diaM.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in CC

1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat cover etc.completed. of Size 1.00 X 1.40 meter (Inside

Clear, M.H. length should be parallel to the flow, for pipe dia<= 800 mm)

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

Item No.11:-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

mm diaM.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 2009-10)

a. 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 0 to 2 mt depth (Slab at Ground level) 2.00 to 3.00 meter depth,

(Slab at below 0.6 mt. From G.L.)

b. 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.)5.00 to

meter depth, (Slab at below 1.00 mt. From G.L.)

c. 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)

d. 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.)

e. 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.)

1 Excavation: This shall be done as per specification in Item No.1

2 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).

(3) C.C. Channels:

Cement concrete

P.W.D. hand book specification No. 20 and as per general instruction of C.E. The rate includes all

Ahmedabad Municipal Corporation

necessary materials mixing lifting placing ramming watering etc. the expressed faces to be neatly of the

channels shall be half round as per drawing and instructions of the engineer in charge.

4 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.

For detailed specification refer R & B Dept. Booklet for General Technical

Specification for building works

Measurement shall be considered as No. basis.

The relevant specification as per Item No.- 10 & 12 as above.

Item No. 12: -Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well repaired as

per instructions. etc.complete.

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

Making connection to the ex. M.H. in running sewer of following dia. Pipes, at any convenient time when

M.H. is found empty. All damaged work shall be well repaired as per inst. Etc. complete.

Making connection to the existing M.H. in running sewer of the said dia Pipe at any convenient time and

M.H. is found be empty. All damaged work shall be well repaired as per instruction proposed R.C.C. /

G.S.W pipe should relate to the existing M.H. as directed. Hole made in the wall of existing M.H. should be

finished smooth in circular shape as directed. Rate also incl. making or repairing of damaged brick, plaster,

and channel. As per instruction of E.I.C. rate also incl. of watering etc. comp.

Mode of M/s and payment shall be on unit No. basis.

Item No.13: -Cutting the pipes of following dia coming in the new M.H.in running sewer including cutting

bars, including removing debris /silt from the M.H. and carting at a suitable distance etc.complete as

directed. No payment for M.H. work will be made until pipe is not cut completely in all respect.

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

Cutting the pipe of dia 150 to 600 mm incl. cutting the bars, in new mm at any depth it read. And finishing

smooth. Removing any type debris form the MH and courting away at a suitable dist. The cutting edge

shall be finished smooth with CM 1:3 and CC 1:2:4.

The M/s shall be on No. basis.

Item No. 14:-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

Ahmedabad Municipal Corporation

MH sheet cover, removing the debris from MH and carting the same as directed. up to 0.15 mt. (@ Two

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

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

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

d. up to 0.90 mt. (@ Ten Coarse)

Manhole/chamber with fixing existing seat at top & fixing pre-cast FRC cover (medium duty) repairing.

This item relates to repairing existing manhole of 1.40 x 1.00 or 1.00 x 0.75 mt. size with removing first

existing seat & cover including demolishing existing loose masonry work up to from GF level to depth if

specified & up to same height brick work in CM 1:5 shall be completed & after of that work plastering

work in CM 1:3 shall also be done.

Rate including fixing existing or new (if not there) C.I. steps shall fix at time of masonry work. After

completion of brick work & plastering same manhole seat & cover fixing at top & casted it in C.C. 1:2:4

etc. Measurements shall be given on no. of basis on the depth of work

This item relates to repairing work of above item of chamber.

Chamber with fixing precast RCC cover only at top. In this item instead of manhole chamber shall be

Measurements shall be given on no. basis.

Item No. 15:-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. (Based on Drainage SOR 2009-10)

Repairing damaged M.H. incl. removing damaged brickwork and repairing masonry in C.M. 1:6 and plaster

in cm 1:3 and fixing C.I. steps and M.H. cover in C.C. 1:2:4 rate also includes removing debris from M.H.

and carting the same as directed. (A) up to 0.17 mt. depth (B) up to 0.30mt. depth (C) up to 0.60 mt.

depth (D) up to 0.90 mt. depth

The M/s shall be on No. basis.

Item No. 16:-Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm thick

circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting

the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well embed

in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as

aboveup to 0.65 mt. (@ Seven Coarse)

b. FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and frame size

560 mm clear opening size 890 x 890 x 120 mm.

c. FRC medium duty cover size 670 mm dia& 70 mm thick 10 M.T. load design and frame size 560 mm

clear opening outer size 780 x 780 x 120 mm.

d. FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame size

600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

e. FRC light duty Chamber seat cover (FRC) cover with rectangular frame (LD-2.5)

Ahmedabad Municipal Corporation

FRC medium duty cover size 670 mm dia& 70 mm thick 10 M.T. load design and frame size 560 mm clear

opening outer size 780 x 780 x 120 mm. The F. R. C. High duty manhole seat (Frame) and covers should

have circular 730 mm dia should have 20 M.T. load capacity. The from with circular cover shall have

mm. thickness. Frame size 560 mm dia. Clear opening outer size 890 x 890 x 160 mm.

The rate includes fixing the M. H. seat cover supplied by contractor incl. carting to the work side & fixing

in C.C. 1 : 2 : 4 finishing etc. complete as directed by Engineer in charge.

The F. R. C. medium duty manhole seat (Frame) and covers should have 670 mm dia should have 10 M.T.

load capacity. The from with circular cover shall have 70 mm. thickness. Frame size 560 mm dia. Clear

opening outer size 780 x 780 x 120 mm.The rate includes fixing the M. H. seat cover supplied by

contractor incl. carting to the work side & fixing in C.C. 1 : 2 : 4 finishing etc. complete as directed by

Engineer in charge.

The M/s shall be on NO basis.

Item No. 17: -Carting and Fixing M.H., Chamberor Catchpit Seat and Cover in line and level to match

existing road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as

directed. M.H. seat cover will be supplied byA.M.C.(from any store)

Carting and Fixing M.H., Chamber or Catchpit Seat and Cover in line and level to match existing road level

in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H.

seat cover will be supplied byA.M.C.(from any store)

The M/s shall be on No. basis.

Item No. 18: -Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

a. 100 mm to 300 mm dia.

b. 350 mm to 600 mm dia.

Providing Kachcha or pakka dummy in the following dia. Pipes in such a way that there is no seepage of

water through it & and removing the same after the completing of the work as directed by Engg. In charge

The M/s shall be on No. basis.

Item No. 19: - Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required

thickness and size including placing the nece. supports of reqd. size, nailing, fixing with mortar,

levelling. All specification for dead centring as per standard engg. practice etc. comp. as directed.

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required thickness and

size including placing the nece. supports of reqd. size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg. practice etc. comp. as directed.

The M/s shall be on Smt basis.

Ahmedabad Municipal Corporation

Item No. 20: -Supplying, labourfor break down repairing work for activities like excavation, desilting,

removing debris from trench back filling etc. comp. as directed by Eng.in charge.Mazdoor at day /Night

a. Mukardam/ supervision at day / Night.

b. Fitter at day / Night

c. Makadam/ supervision at day / Night

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

Supervision should be provided for full shift duty without recess time no labour should be allowed below

18 years as per labour act, in all sites. All labours should be fit for such type of break down work for day &

night if labours not done work properly as reqd. labour should be removed from site. It more than

labour on site per day contractor must have labourlicence.

M/s. shall be on No. basis.

Item No. 21: - Barricading the entire break down or excavated area on rental basis using wooden ballies

/ M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid

accident & for smooth traffic diversion & movement including cautionary board etc. Item also includes

for making temporary sufficient nos of lighting arrangement through out the work with necessary

required arrangement. The same shall be removed after completion of work. (Only for break down

work from start to complete)

Barricading the entire break down or excavated area on rental basis using wooden ballies / M.S.angles at

max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid accident & for

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

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

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

M/s. shall be on Rmt. basis.

Item No. 22: - Fabricating, supply and erecting in position Standard Structural steel sections conforming

to IS 2062 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars,

pipe, square pipe, rectangular sections, square section, tube, etc. including welding, cutting, wastage,

etc. complete. The rate is inclusive of welding rod, supply & fixing of correct size nut, bolts, washers,

including one primer coat of red lead paint conforming IS:102 Zinc chromate paint conforming to IS:104

followed by two coat of aluminium paint as per IS:2339 OR enamel paint of color as selected by

engineer incharge, with all contractor's materials, labour, tools & plants, in bolted/welded construction

as directed by Engineer-in Charge. The waste cut pieces shall not be included in the paying quantity.

The work shall be done as per drawing and specification. The work shall be carried out as per IS:800,

Fabricating, supply and erecting in position Standard Structural steel sections conforming to IS 2062 for

railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe, square pipe,

rectangular sections, square section, tube, etc. including welding, cutting, wastage, etc. complete. The

rate is inclusive of welding rod, supply & fixing of correct size nut, bolts, washers, including one primer

coat of red lead paint conforming IS:102 Zinc chromate paint conforming to IS:104 followed by two coat

of aluminium paint as per IS:2339 OR enamel paint of color as selected by engineer incharge, with all

contractor's materials, labour, tools & plants, in bolted/welded construction as directed by Engineer-in

Ahmedabad Municipal Corporation

Charge. The waste cut pieces shall not be included in the paying quantity. The work shall be done as per

drawing and specification.

M/s. shall be on kg. basis.

Item No. 23: - Brick work using common burnt clay building bricks having crushing strength not less

than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Brick work using common burnt clay building bricks having crushing strength not less than 35kg./Sq.Cm. In

foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B) Conventional

M/s. shall be on Cmt. basis.

Item No. 24 - Reinstatement of Asphalt road using the same material.

Reinstatement of Asphalt road using the same material.

M/s. shall be on Smt. Basis.

Item No. 25: - Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS

flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in the

proportion of CM (1:3) with out jali etc. comp. as directed.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in

the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

M/s. shall be on No. basis.

Item No. 26: - CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

M/s. shall be on No. basis.

Item No. 27:-Providing and operation dewatering Pump including fuel charges & operator Charges etc. as

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

working condition of machinery)

M/s. shall be on Shift. Basis

Item No. 28 : -Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of engg.in charge, rate

includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful materials

Ahmedabad Municipal Corporation

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

pipe line excavation and laying work)

M/s. shall be on Hr. Basis.

Item No. 29: -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 pipeline excavation and M.H. work. Allowed only for break down

M/s. shall be on Hr. Basis.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Sr. No. Item Description QTY Rs. Per Amount

Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

using site rails and stacking excavated stuff

including up to all required lead cleaning the

site etc. complete for all lifts and strata as

specified. In all sorts of soil and soft murrum.

a 0 to 1.5 meter depth. 252 79.46 Cu.M

b 1.5 to 3 meter depth. 25 87.5 Cu.M

c 3 to 4.50 meter depth. 0 91.96 Cu.M

d 4.50 to 6.00 meter depth. 0 97.32 Cu.M

Extra rate over item of excavation of earth if

excavation is to be done in wet condition

without resorting to pumping but incl. of

2 bailing out of water. 253 17.86 Cmt.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

a up to 0.20 meter thickness (By Manual) 250 71.1 Smt

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

b complete. 150 177.76 Smt

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

c complete. 100 311.08 Smt

Ahmedabad Municipal Corporation

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidation each deposited layer by

ramming and watering.

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

executed outside the road site. Rate also

includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within

the work site is not payable.

a a) Lead up to 1 Km. 0 23.38 Cu.M

b b) Lead From 1Km to 2 Km. 0 30.94 Cu.M

c c) Lead From 2 Km to 3 Km. 15 38.37 Cu.M

d d) Lead From 3 Km to 4 Km. 400 45.52 Cu.M

e e) Lead From 4 Km to 5 Km. 100 52.42 Cu.M

f f) Lead From 5 Km to 10 Km. 0 78.54 Cu.M

g g) Lead From 10 Km to 15 Km. 0 104.65 Cu.M

Providing and supplying,and jointing ISI mark

only standard length stoneware pipes of

following class and diameter including

excavation for laying of pipes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking

etc. compl. (IS651/1989 or its latest revision)

including labour work for lowering, laying,

joiting with cement mortar (1:1) proportion,

proper postion, grade and alignment and all

level as directed by engineer in charge

including store to site of work jointing material

a 100 mm dia 50 165.52 Rmt

b 150 mm dia 150 242.98 Rmt

c 230 mm dia 500 400.54 Rmt

Ahmedabad Municipal Corporation

Providing & Supplying ISI Standard RCC pipes

(of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable

for socket-spigot type including all taxes

insurance, transporation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking

etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes

supplying RCC collar for RCC pipes including

taxes, carting, loading, unloading, etc

complete. Including labour work for lowering,

laying, jointing, RCC pipes in CM 1:1 1/2 of

following diameters in proper position, grade

and alignent at all as directed by engineer in

charge. (RCC pipe Horizontal cast)

a 300 mm internal diameter 400 888.37 Rmt

b 450 mm internal diameter 15 1539.32 Rmt

c 600 mm internal diameter 15 2212.85 Rmt

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

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

a from 0.0 to 0.90 meter 40 2261.61 No.

0.60 X 0.75 mt. size Inside Clear, Depth

b from 0.0 to 0.90 meter. 40 2874.11 No.

0.75 X 0.75 mt. size (Inside Clear) Depth from

Ahmedabad Municipal Corporation

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

Cm C/C At 35 Cm Staggered Masonary In Cm

1:5, Rcc Slab In Cc1:1.5:3 of thickness

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

Meter (Inside Clear, M.H. length should be

parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground

a level) 5 5651.79 No.

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

cm c/c at 35 cm staggered in masonary CM

1:5, RCC Slab in CC 1:1.5:3 of thickness

C.M., including Cantering & reinforcement

(double jalli at 15 C.M. c/c bothway 12 mm

dia.) but excluding the cost of Manhole seat

cover etc..completed. of Size 1.00 X

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

parallel to the flow.

1.00 to 2.00 meter depth, (Slab at Ground

a level) 5 10177.7 No.

Ahmedabad Municipal Corporation

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

1.00 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 0 to

a 2 mt depth (Slab at Ground level) 15 5892.86 No

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

b 3 mt depth (Slab at below 1.00 mt. From G.L.) 10 8883.93 No

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

c 2 mt depth (Slab at Ground level) 5 8080.36 No

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

d 3 mt depth (Slab at below 1.00 mt. From G.L.) 0 17008.9 No

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

e 4 mt depth (Slab at below 1.00 mt. From G.L.) 0 24776.8 No

Making connection to the ex.M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

convenient time. All damaged work shall be

well repaired as per instructions.

a a. 150 mm to 300 mm dia. 10 1339.29 No.

b b. 400 mm to 600 mm dia. 0 2232.14 No.

Cutting the pipes of following dia coming in

the new M.H.in running sewer including

cutting bars, including removing debris /silt

from the M.H. and carting at a suitable

distance etc..complete as directed. No

payment for M.H. work will be made until pipe

is not cut completely in all respect.

Ahmedabad Municipal Corporation

a 150 mm to 300 mm dia. 25 1133.93 No.

b 400 mm to 600 mm dia. 5 1687.5 No.

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 (A) up to 0.15 mt. (@ Two Coarse) 75 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 100 1155.44 No.

c (C) up to 0.65 mt. (@ Seven Coarse) 50 1786.49 No.

d (D) up to 0.90 mt. (@ Ten Coarse ) 50 2150.9 No.

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.

Providing F.R.C. MH seat cover incl. carting to

16 the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole

Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design,

100x2mm MS flat allround, 16mm ø plain

round bar for lifting the cover & should be

fitted with plastic cups. Frame : 560 mm ø

clear opening, outer size- 888x888x175 mm.

On the upper periphery of frame 25 x 3 mm

wide MS flat should be well embed in concrete

to protect the edges of frame. FRC E.H.D.-35

manhole cover & frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers

- 560 mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend

F.R.C. Medium Duty [MD-10] Machinehole

Covers - 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

Ahmedabad Municipal Corporation

F.R.C. Medium Duty [MD-10] Chamber Covers

& Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

F.R.C. Light Duty [LD-2.5] Machinehole Covers

& Frames-560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days

etc. complete as directed. M.H. seat cover will

be supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

a (A) 100 mm to 300 mm dia. 300 199.11 No.

b (B) 350 mm to 600 mm dia 5 302.68 No.

Providing Dead Cantering using good quality

Country Wood Planks, wall Plate of required

thickness and size including placing the nece.

supports of reqd. size, nailing, fixing with

mortar, levelling. All specification for dead

centring as per standard engg. practice etc.

comp. as directed.

Supplying, labour for break down repairing

work for activities like excavation, disliting,

removing debris from trench back filling etc.

20 comp. as directed by Eng.in charge.

a Mazdoor at day /Night 100 363.3 No

b Fitter at day / Night 50 380.3 No

b Makadam/ supervision at day / Night 50 379.46 No

Ahmedabad Municipal Corporation

Barricading the entire break down or

excavated area on rental basis using wooden

ballies / M.S.angles at max. 2.00 meter centre

to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic

diversion & movement including cautionary

board etc. Item also includes for making

temporary sufficient nos of lighting

arrangement through out the work with

necessary required arrangement. The same

shall be removed after completion of work.

(Only for break down work from start to

21 complete) 300 79.99 Rmt.

Fabricating, supply and erecting in position

Standard Structural steel sections conforming

to IS 2062 for railing , skywalk, stair, or other

works using ISMB, ISA, ISMC, MS plate, flat,

square bars, pipe, square pipe, rectangular

sections, square section, tube, etc. including

welding, cutting, wastage, etc. complete. The

rate is inclusive of welding rod, supply & fixing

of correct size nut, bolts, washers, including

one primer coat of red lead paint conforming

IS:102 Zinc chromate paint conforming to

IS:104 followed by two coat of aluminium

paint as per IS:2339 OR enamel paint of color

as selected by engineer incharge, with all

contractor's materials, labour, tools & plants,

in bolted/welded construction as directed by

Engineer-in Charge. The waste cut pieces shall

not be included in the paying quantity. The

work shall be done as per drawing and

specification. The work shall be carried out as

per IS:800, IS:816.

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg./Sq.Cm. In foundation and plinth in

Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Conventional.(R & B Building Road Bridge SOR

2021-22 Item Code 06001BA,Item No.as per

NBO-6.12 page no.64Dist. AHMEDABAD SOR

Reinstatement of Asphalt road using the same

24 material. 500 103.57 Smt

Ahmedabad Municipal Corporation

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch

pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in

26 charge. 100 1377.64 No

Providing and operation dewatering Pump

including fuel charges & operator Charges etc.

as directed etc. comp. (Shift for Eight Hour)

(For Each Pump Set, No payment should be

allowed for non working condition of

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg. in charge,

rate includes all nece. shifting, fuel and

operating charges and stacking of useful &

non-useful materials separately up to store.

(No payment should be allowed for non

working condition of machinery and for pipe

line excavation and laying work)

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be

allowed for non working condition of

machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

Note :‐ All the item rate are considering excluding cost of GST as per Government of Gujarat Road And Building

Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation