P/L Drainage line and Repairing Machin hole chamber at Mahendikua area under M.P., M.L.A., Muni.Counsilor and 70-20-10 budget in Shahpur Ward

Name of work: - btl ^thtmÇg©e, btl ftWLmejh©e (70:20:10) yk<do< Vt¤Juj csuxbtk&e bægÍtul

Ntn5wh Jtuzobtk bnuœefwJt rJM<thbtk bNel ntuj, auBch hevuhekd/ lJt fhJt <&t meMxubuxef z[ulus

jtRl ltFJtlt ftb. (yu.yth.me)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work btl ^thtmÇg©e, btl ftWLmejh©e (70:20:10) yk<do< Vt¤Juj

csuxbtk&e bægÍtul Ntn5wh Jtuzobtk bnuœefwJt rJM<thbtk bNel ntuj, auBch

hevuhekd/ lJt fhJt <&t meMxubuxef z[ulus jtRl ltFJtlt ftb. (yu.yth.me)

2 Estimated Tender Amount Rs. 8,50,000.00 (EXCLUDING OF GST) GST WILL BE PAID EXTRA BY

AMC/AUTHORITY AT PREVALLING RATE TO THE CONTRACTOR

3 Tender fee Rs. 9400 .00

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

4 Time Limit 12 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E-2” class having in Road Works in PWD in Govt. R&B /

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

7 Earnest Money Deposit Rs.8,500.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

18 G.S.T. 18% G.S.T. payable to 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-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- btl ^thtmÇg©e, btl ftWLmejh©e (70:20:10) yk<do< Vt¤Juj csuxbtk&e bægÍtul Ntn5wh

Jtuzobtk bnuœefwJt rJM<thbtk bNel ntuj, auBch hevuhekd/ lJt fhJt <&t meMxubuxef z[ulus jtRl

ltFJtlt ftb. (yu.yth.me)

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

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

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

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

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

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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

from AMC 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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

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

amount of work increases / decreases up to any extent.

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

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

claim shall be entertained for the same.

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

claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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

• 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

Signature of Bidder Page 7 of

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.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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

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

promptly as possible.

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

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

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

where executed.

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

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

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

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

under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

marked as follows:-

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

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

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

& name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- 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.

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

• 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 to

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

the Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

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

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

22.0 SECURITY DEPOSIT

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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.

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.

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

25.0 LITIGATION HISTORY

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

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

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

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

against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

treat as null and void.

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

joint venture may result in disqualification for proposed work.

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

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

shall be taken against the bidder.

26.0 SPECIAL INSTRUCTIONS

The Shortlisted bidder should provide multiple labour gangs and skilled workers as an when

required at multiple locations as instructed by Engineer Incharge. The Shortlisted bidder should

arrange for labour gangs for the aforesaid work during festivle seasons including holi and Diwali.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

Signature of Bidder Page 13 of

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

Signature of Bidder Page 14 of

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

Signature of Bidder Page 15 of

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.

Signature of Bidder Page 16 of

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

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

Signature of Bidder Page 17 of

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.

Signature of Bidder Page 18 of

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

Signature of Bidder Page 19 of

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.

SPECIAL CONDITION OF CONTRACT

The Bidder must fulfill the following criteria for tender:

 Bidder must have to supply labour before 6.00 am in ward for doing washout and

On-Off the borewell. Water is basic need of every citizen so if bidder haven’t supply

labours on time or for a day then serious action will be taken.

 Bidder must supply labours for all days in weeks including Sunday or govt. holidays or

 No payment will be given if supplied labour doing only washout or borewell work.

Payment will given for 8 hours-shift of work.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

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

(9) rJmkdr< ylu rnmtc stud:

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

leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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

sKtJuj hfb btLg htFJtbtk ytJNu.

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

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

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

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

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

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

<theF&e 15 r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl ftble 5% juFu zevtuÍex Che

fhthvºt fhJtltu hnuNu.

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

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

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 swœt swœt ykœts vifelt ftbtu Jfo ytuzoh b¤u&e NY fhJtlt

R;- yu.yth.me. xuLzhbtk ftb «btKu ykœts hfb bwsc mbgbgtoœt dKtNu.

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

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

(3) 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

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

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

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

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

fhJt rcl Nh<e ckDlf<ot hnuNu.

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

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

ytvJtbtk ytJNu.

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

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 NY

(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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

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

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

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

yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu

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

mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

<ubs dtuXJJtltu hnuNu.

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

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

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

vtjl fhJtlw hnuNu.

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

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

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

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

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

<ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

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

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

ftuLx[tfxhle hnuNu.

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

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

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

m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

VhSgt< ytvJtlt hnuNu.

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

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

ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzh yu.yth.me. «fthlwk Au ytvlu mtukvJtbt yuxju fu ytv îtht ChJtbtk ytJuj ftbdehe

lt sÚ&t bwsc mbg bgtoœt l¬e fhe yjd&e bkswh &guj ykœtsJtRs Jfoytuzoh ytvJtbtk

ytJNu ylu mbg bgtoœtbtk ftbdehe vqKo fhJtlwk awM< vKu vtjl fhJtlwk hnuNu.

(35) mœhnw ftbbtk Jtuzobtk sYhegt< bwsc ytuAtbtk ytuAe xuLzhle Nh< bwsc bkswh &lth xuLzh vife

yjd yjd ykœtsle bkswhe bu¤JJtbtk ytJ<e ntug, ytuAtbtk ytuAe yuf mt&u œm søgtyu

sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm <ubs

ltKtkfeg studJtRle vwh<t «btKbtk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo ytdtu<Y

ytgtuslle <igthe mt&u fbdehe fhJtle &tg Au.

yufhthlwk Vtubo

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

(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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

btl ^thtmÇg©e, btl ftWLmejh©e (70:20:10) yk<do< Vt¤Juj csuxbtk&e bægÍtul Ntn5wh Jtuzobtk bnuœefwJt

rJM<thbtk bNel ntuj, auBch hevuhekd/ lJt fhJt <&t meMxubuxef z[ulus jtRl ltFJtlt ftb. (yu.yth.me)

Sr. No. Qty Item Description Rate in Rs. Per amount

1 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.(GWSSB SOR P-32)

a 50 0 to 1.5 meter depth. 89 Cu.M

b 10 1.5 to 3 meter depth. 98 Cu.M

c 10 3 to 4.50 meter depth. 103 Cu.M

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. (

Based on Previously approved rate by

a 100 up to 0.20 meter thickness (By Manual) 70 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 complete.

0.30 meter & above (By any type

of Breaker Machine or R.C.C.Cutter

machine including cost of operator,

fuel, & transportation etc complete.

Excavation in bituminous road 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 as specified.

(Based on GWSSB SOR 2021-22, P-

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

Refilling of pipeline trenches (Based

on GWSSB SOR 2022-23, P-40)

Refilling the pipeline trenches incl.

ramming, watering, consolidating

desposal of surplus stuff as directed

within a radius of 3 km.

a 100 Refilling as directed 22 cum

--do-- with selected soil brought from

outside including '' lead

Conveyance charge of earth

,lime,murrum, building rubbish, manual

garbage,sludge,excavated rock ,fly

ash, aggregate of any kind etc.

comp. Up to 5.0 Km. lead (Based

on Building SOR 2015-16, P-589 - Item

Providing and supplying ISI marked

only Standard length Stoneware pipes

in standard lengths of following class

and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. (IS -

651 / 1989) (Based on GWSSB SOR

Lowering, laying and jointing Stone

Ware pipes of following diameters with

cement joints in C. M. 1:1 proportion in

proper position, grade and alignment at

all level as directed by Engineer-in-

charge including conveyance from

stores to site of work, Jointing material

etc. comp.(Based on GWSSB SOR

Constructing Chamber of

following size including excavation,

refilling, BBCC (1:5:10) for

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

finished 15 mm thick cement plaster

inside in CM 1:3, finishing with

cement slurry, Brick masonary in CM

1:5 & excluding the cost of chamber

seat cover etc..completed. (Based on

Drainage SOR 2009-10)

0.60 X 0.45 mt. size Inside Clear,

Depth from 0.0 to 0.90 meter for pipe

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

0.60 X 0.75 mt. size Inside Clear,

Depth from 0.0 to 0.90meter for pipe

b 10 dia <=20 mm. 2833 No.

0.75 X 0.75 mt. size (Inside Clear)

Depth from 0.0 to 1.20 meter

Constructing Slab Type M.H.

Chamber Of The Following Size

Including Excavation, Refilling, Brick

Bats Cement Concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4)

of thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside

(Only for shaft) In Cm 1:3, Finishing

With Cement Slurry, P/F 4 Mm

Dia M.S.Steel Hdpe Coated Steps

35 Cm C/C At 35 Cm Staggered

Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness

C.M.,Including Cantering &

Reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.)But

Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size

0.75 X 1.00 Meter (Inside Clear,

M.H. length should be parallel to

the flow) (Based on Drainage SOR

(Drainage Sor 2009-10,

M.H.Chamber (P.H.E.) Small

Size, Item No.239, Page No. 63)

1.00 to 2.00 meter depth, (Slab at

Ground level) (for pipe

2.00 to 3.00 meter depth, (Slab at

below 0.60 mt. From G.L.)

(for pipe dia <=300 mm)

Rate reduction over item of

Constructing Slab Type M.H.

Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than

0.60 mt below Ground Level (Max.

unit of DM should be reduced in this

item) (As Per R.A. Based

on Building SOR 2015-16)

Signature of Bidder Page 30 of

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 35 cm c/c at 35 cm staggered

in masonary CM 1:5, RCC Slab in

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

including Cantering & reinforcement

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

12 mm dia.) but excluding the cost

of Manhole seat cover

etc..completed. of Size 1.00 X

meter (Inside Clear,

M.H. length should be parallel to the

flow, for pipe dia <= 800 mm) (Based

on Drainage SOR 2009-10)

1.00 to 2.00 meter depth, (Slab at

2.00 to 3.00 meter depth, (Slab at

below 0.6 mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at

below 1.00 mt. From G.L.)

Extra rate over item of

Constructing Slab Type M.H.

Chamber of following size for

constructing M.H. Chamber, per

Decimetre of additional depth or part

thereof. etc. complete. Of size 1.00 x

1.40 mt. (inside clear) and Depth from

(Based on Drainage SOR 2009-10)

4.00 to 5.00 meter depth,

b 10 6.00 to 7.00 meter depth, 529 DM

Dismantling of existing Arch type

manhole up to Arch and then Const.

Slab type manhole of following

size incl. excavation, refilling and &

finished 15 mm thick cement plaster

inside in CM 1:3, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm

c/c at 35 cm staggered in masonry CM

1:5, incl. cost of RCC Slab in

CC 1:1.5:3, including Cantering &

reinforcement as directed by

engineer in charge. Rate includes

carting of debris and excavated soil

.(Based on Drainage SOR 2009-10)

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

1.00 x 0.75 mt (inside clear) RCC

Slab of thickness 15 C.M&

reinforcement (Single jalli at 15 C.M.

c/c bothway 10 mm dia.) From 0 to

mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC

Slab of thickness 15 C.M&

reinforcement (Single jalli at 15 C.M.

c/c bothway 10 mm dia.) From 2 to

3 mt depth (Slab at below 1.00 mt.

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

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

Provdg. & laying S.W. Gully trap

with brick masonry chamber &

water tight G.T.Stone including

fixing of cover Square mouth trap

mm x100 mm size P-Trap ( Based on

Building SOR 2015-16, P-279 Item

Providing and fixing S.W. gully trap

with C.I. grating brick masonry

chamber and water tight C.I.cover with

frame of 300mmx300mm size

(inside)with standard weight.(i)Square

mouth traps. (A) 100mm x 100mm size

P type. (Based on R&B SOR 2021-22,

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. (Based on

Drainage SOR 2009-10)

a 10 a. 150 mm to 300 mm dia. 1320 No.

b. 400 mm to 600 mm dia.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

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.

(Based on Drainage SOR 2009-10)

a 10 150 mm to 300 mm dia. 1118 No.

400 mm to 600 mm dia.

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.

Drainage SOR 2009-10)

a 10 (A) up to 0.15 mt. (@ Two Coarse) 722 No.

b 10 (B) up to 0.35mt. (@ Four Coarse) 1144 No.

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

d 10 (D) up to 0.90 mt. (@ Ten Coarse ) 2130 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. (Based on Drainage

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

carting to the work site etc. comp.

Directed. (Based on rate of central

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

Manhole Covers & Frames Cover :

728mm ø & 100 mm thick circular

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 :

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

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

FRC heavy duty cover size 730 mm. &

90 mm thick circular cover 20 M.T.

design load and frame size 560 mm

opening size 890 x 890 x 120 mm.

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

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

FRC light duty Chamber seat cover

(FRC) cover with

rectangular frame (LD-2.5)

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) (Based

Providing and fixing cast iron manhole

frame of weight 80 to 85 kg suitable for

existing EHD-35 FRC MH cover, rate

also incl. loading, unloading and

fixing the frame 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 per instruction by engg. in

charge. (Approved

22 10 70 per Kg

Temporary/ permanent plugging and

blocking of sewer line, branch

connections and diversion of flows

anremoval of all plugs, etc.(Based

onGwssb SOR 2021-22, P-102)

a 10 300mm dia. & below sewer line 1256 No.

b 10 400 to 500mm dia. Sewer line 1508 No.

600 to 700mm dia. Sewer line

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

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.

Supplying, labour for break down

repairing work for activities like

excavation, disliting, removing debris

from trench back filling etc. comp. as

directed by Eng.in charge.(Based on

Labour charges - Mazdoor

a 10 (Male,Female 363.3 No

Labour charges - Supervision for

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)

(Based on Drainage SOR 2009-10)

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 ) ( Based on

Previously approved rate by C E

27 10 528 Shift

Hiring and operating Mud Pumps

incl. Cost of fuel and operator

including the cost of to and fro

transportation, laying of the delivery

hoses as required, lowering and lifting

the pumps as and when required etc.

complete. Set Do As Directed. (No

payment should be allowed for

non working condition of machinery ) (

Based on Previously

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

approved rate by C E sir )

Hiring and operating the 20 KV

Phase Electric Generator for operating

desilting machinery, and lighting and

other requirements with Arranging

diesel to run the D.G. Set Do As

Directed. 8 Hrs Shift. (No payment

should be allowed for non working

condition of machinery ) ( Based on

Previously approved rate by C E sir )

29 10 2464 Shift

Providing & Supplying JCB Machine on

rental basis in case of emergency

situation and break down type work

& also during unavoidable

condition as per instruction of

engg.incharge , rate includes all

nece. shifting, fuel and operating

charges and stacking of useful &

non-useful materials separately up to

store. (No payment should be

allowed for non working condition of

machinery and for pipe line

excavation and laying work) (

Previously approved rate by C E sir )

Hiring of Tractor with trolley

considering 8 hrs. as working day

hours incl. Driver (Based on Gwssb sor

Supplying Electric 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) ( Based on

32 10 1056 Shift

Previously approved rate by C E sir )

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) ( Based on

Previously approved rate by C E sir )

Signature of Bidder Page 36 of

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 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. (As

per R.A. Based on Building SOR 2015-

CatchPit Jali Fixing P/F FRC catch

pit jali with frame 600mm x 600mm

clear opening etc. comp.. As directed

by engineer in charge. (Based on

Central Store Rate)

Levelling or orientation of existing

gully trap chamber incl. Nece.

masonry in CM 1:6 and plaster in CM

1:3 etc. using old G.T.stone and cover

Labour work for fixing any kind of

paving with cement pointing in CM

1:2, including watering, ramming etc

as dir.For pavement

I) Laying on Sand bedding as per

requirement to fix the

C.C.Block / Nibhada Stone in Line &

Supplying and fixing Nimbhada ladi

to 50 mm thick for walk-way, covering

the activity of excavation, ramming,

Laying on sand bedding as per

requirement to fix the Nibhada Stone in

Line & Level with cement pointing in

cement mortar 1:2 etc complete as

60 Nimbhada ladi paving (37 to 50 mm.) 233 smt.

Providing, laying, spreading and

compacting graded stone aggregate to

wet mix macadam specification

including premixing the Material with

water at OMC in mechanical mix plant

carriage of mixed Material by tipper to

site, laying in uniform layers in sub

base/base course on well prepared

surface and compacting with vibratory

roller to achieve the desired density as

per Codal Provision. (As Per Road

Miscellaneous item

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

TECHNICAL SPECIFICATIONS:

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

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Item No. Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with

1 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

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,

concrete and asphalt road paving work etc. Root of trees met with during excavation shall be

stacked at lead of 4’ away from the trenches as per instruction so that it may not damage the

sides of excavated trenches. The sides of trenches shall be vertical and bottom shall be

uniformly leveled. The excavated earth shall be stacked at any place or places shown within

mtr. as directed. After completion of the work the site shall be well dressed and cleared of all

rubbish so that it may give decent appearance. Contractor shall arrange for all materials required

for lining out and shall care to preserve the level pegs given. He shall have to arrange for

shorting at his own cost if the soil is found to be loose and sandy. He shall have to arrange for

sorting out brickbats or any serviceable materials found during excavation and shall have to

stock. Nothing extra shall be paid for this. He shall have to cart the excavated soil to site shown

within 50 mtr. If so ordered by officer in charge of this work. No old brickbats recovered from

excavation shall be allowed to be used by the contractor in the work. The depth of foundation will

be as per drawing. Contractor should arrange for safely measures so that there is no danger of

falling any men or animal in the excavated portion, otherwise he will be held responsible for the

compensation to be paid as the case may be. He should also arrange for red lamp at night times.

The contractor should not damage any of the municipal property, water lines, electric cables etc.

at the time of excavation. Water lines, electric cables etc. coming in the way will be shifted by

corporation but he should see that no damage is done for gross negligence on his part,

otherwise such damages will be recovered from him. Excavated stuff will be stacked at the site

shown or will be carted by the contractor immediately as per the other item of this tender.

Instructions of C.E. or his representative will be strictly followed. Measurement shall be given on

Excavation for foundation up to (a) Up to 0 to 2.0 Mt (b) from 2.0 to 3.0 mt depth (c) from 3.0 to

5.0 mt depth (d) above 5.0 mt depth including sorting out and stacking of useful materials and

disposal of the excavated stuff up to 50 mt. lead.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,

concrete and asphalt road paving work etc. Root of trees met with during excavation shall be

stacked at lead of 4’ away from the trenches as per instruction so that it may not damage the

sides of excavated trenches. The sides of trenches shall be vertical and bottom shall be

uniformly leveled. The excavated earth shall be stacked at any place or places shown within

mtr. as directed. After completion of the work the site shall be well dressed and cleared of all

rubbish so that it may give decent appearance. Contractor shall arrange for all materials required

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

for lining out and shall care to preserve the level pegs given. He shall have to arrange for

shorting at his own cost if the soil is found to be loose and sandy. He shall have to arrange for

sorting out brickbats or any serviceable materials found during excavation and shall have to

stock. Nothing extra shall be paid for this. He shall have to cart the excavated soil to site shown

within 50 mtr. If so ordered by officer in charge of this work. No old brickbats recovered from

excavation shall be allowed to be used by the contractor in the work. The depth of foundation will

be as per drawing. Contractor should arrange for safely measures so that there is no danger of

falling any men or animal in the excavated portion, otherwise he will be held responsible for the

compensation to be paid as the case may be. He should also arrange for red lamp at night times.

The contractor should not damage any of the municipal property, water lines, electric cables etc.

at the time of excavation. Water lines, electric cables etc. coming in the way will be shifted by

corporation but he should see that no damage is done for gross negligence on his part,

otherwise such damages will be recovered from him. Excavated stuff will be stacked at the site

shown or will be carted by the contractor immediately as per the other item of this tender.

Instructions of C.E. or his representative will be strictly followed.

Measurement shall be given on Cmt. basis.

Item No.2 (a) Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

upto 0.20 meter including demolishing the asphalt carpet,metal,soiling/cutting

Reinforcement etc. comp. with stacking the material as directed.(app.rate)

(b) 0.20 meter to 0.30 meter (By Breaker Machine including cost of operator, fuel, &

transportaion etc complete.

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

transportaion etc complete.

2.1 Extra rate for excavation of asphalt pavement of any thickness including demolishing

the asphalt carpet, metal, soiling etc. complete with stacking the materials as directed.

The road surface of asphalt shall carefully be opened to full width as directed by the

Engineer in charge Asphalt, popada's spouls, metals etc shall be separately deposited in

such places as may be determined by the Engineer-in-charge. In case above materials 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 rate per sq. mt. in this item shall be paid extra addition to the rate for excavation

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

Item No. Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of

3 surplus stuff as directed within a radius of 3 km.

Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of surplus stuff

as directed within a radius of 3 km.

--do-- with selected soil brought from outside including all lead

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

Mode of measurement:-

The rate shall be for a unit of Cmt basis

Item No. Conveyance charge of earth ,lime,murrum, building rubbish, manual garbage,sludge

4 ,excavated rock ,fly ash, aggregate of any kind etc. comp. Up to 5.0 Km. lead

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

5 km. distance or as directed and ordered by the Engineer, so as not to cause any

inconvenience to the public traffic finding which in view of public safety and traffic convenience.

The Corporation shall carry out the work by any other agency at the contractor’s risk and cost. if

the instructions are not complied within 7 days from the date of order to cart the surplus

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

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

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

the same shall be carried out by the contractor without asking any extra rate. The contractor

shall have to cart the surplus earth after the trenches we will watered and refilled with the sand.

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

necessary to clear the road surface.

Mode of measurement:-

The rate shall be for a unit of Cmt basis

Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling, transporting

pipes to work site, unloading lowering in trnch such as cementsand, hemp bitumen as

directed, incl. watering the trenches spreading and cartingaway of surplus.

Lowering, laying and jointing stone ware pipes of following diameters with cement joints

in C.M.1:1 proportion in proper position , grade and alignment at all level as directed by

Engineer-in- charge including conveyance from stone to site of work, Jointing material

A)…………do…….(b)10 cm dia line

B)………do……….(c)15 cm dia line, 20cm line

C)……………do….(c)23 cm dia line

The pipe shall be of best quality stoneware pipes. The pipes shall be of approved quality

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

instruction.)Contractor shall have to procure bills for standard pipes.

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

dipped in hot asphalt and caulking tools. The hydraulic pressure test shall be given to the

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

engineer in charge.

The rate of the pipe work are including of excavation and refilling. The excavation etc.

shall be done as follows:

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

plan and section. In all sorts of soil including old masonary, asphalt roads and wet excavation.

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

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

continued up to the gradient as directed. The trench shall not open more than 60 mts. 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 using sign

rails and boning roads shall be adopted during the whole of the process. The centre 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 approved length and also by straight edge.

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

concrete and masonary work.

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

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

sides of the trenches shall be closely and securely timbered, if any settlement of the buildings in

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

separately stacked so that in refilling that may be relayed 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 side and preserved for reinstatement. The

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

along the trenches during inspection trenches etc. shall be tunneled under only as necessary.

The side of the trenches shall be nearly vertical and plumb and red light shall be placed at each

end at intervals and instructions and further protected by rope fence. Necessary caution boards

shall also be created and as directed by the engineer in charge.

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

placed nearer than three meters from the outer edge of the excavated trenches. 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

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

of the work shall be exact length and width of the trenches 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

safety of the work.

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

before any concrete is in dia. 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

concrete of filing or other acceptable materials as directed by the City Engineer at contractor own

cost so as to come to proper formation. In case bad formations are met with the work shall have

to be done as per instruction of City Engineer. Necessary arrangements for watering trenches

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

filed to further Contractor shall have to make arrangement for access to invert of the sewer and

for inspection of the work as ordered by the engineer. If it is required to shift or after the

alignment section of 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 no case work shall be done at night or no 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 vigorous day night without interruption when so ordered by the engineer.

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

the opinion of engineer required to be changed 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 cable 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 change location of any

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

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 utility etc.

shall be kept accessible for use.

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

engineer in charge.

The excavation of trenches shall be done foot wider on each side of the pipe than the

inside diameter of the sewer in case of depth excavation exceeding 3 meters above invert, one

feet wider excavated on either side for the upper depth above 3 meters shall be allowed and paid

for. Wherever natural soil demands winder excavation the mentioned above the same shall be

given after approval of City Engineer. 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 for layers of

mtrs. 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 place of

important work where ordered by Engineer in charge. After order to refill 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 contractor

either in cost or from his payment through bills.

The rate shall be per meter basis.

The rate per Cmt. in this item shall be paid extra addition to the rate for excavation

Item No. Providing and supplying ISI Standard RCC pipes (of sulphate resisting Cement )in

7 standard lengths of following class and diameter suitable for rubber ring joints (socket

and spigot) including all taxes,insurance, transportation,treight charges,octroi,inspection

charges, loading,unloading, conveyance to departmental stores, stacking etc. complete

Class NP3 Test pressure 0.7 Kg/Sq.Cm

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameters in proper

position , grade and alignment at all level as directed by Engineer-in- charge including

conveyance from stone to site of work, labour giving hydraulic testing as per ISI code.

(a) 300 mm internal diameter B) 450 Mm Internal Diameter (C)500 Mm Internal

Diameter, (D)600 Mm Internal Diameter

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 of NP2 / NP3 class as per specified in the tender

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

trap agg. mix. of suitable size to as to produce uniform concrete through out thickness of the

Reinforcement in form of bars straight and class wise shall be provided as per IS458 class

specifications.

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.

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

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

moistured 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 chaucked 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 required 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.

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

subordinates and the permission for refilling is granted.

The RCC pipes shall be manufacturers as per IS for B class pipes specifications using best

materials first class workmanship as per IS 458/1971.and latest IS code for R.C.C. pipe line of

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

agg. Mix of suitable size so as to producing firm concrete thought thickness of the pipes.

Reinforcement on form of bars straight & cross wise shall be provided as per IS 458/ class

specifications.

RCC spun pipes collars for the pipes shall be made in same manner the internal diameter 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.

Any damaged or cracked carefully into trenches and shall be made to rest evenly on specially

prepared formation and for the purpose no extra rate shall be given for claming such hollows in

bends 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 diped is not asphalt after the joint has been properly cleaned & moisture and

collar kept in position by means of wedges, semi-dry cement mortar prop. 1 ;1 shall be faced into

it and caulked completely by means of specials caulking tools until the whole space in full. The

mortar shall be sprayed off in the form of filler around the pipes.

The R.C.C. NP3 pipe line shall run in perfect straight lines from manhole and shall be exactly to

gradient. M/S shall be in RMT.

Trenches shall not be filled in until the line has been tested and alignment and levels are

examined by the Engineer or his subordinates and the permission for refilling is granted.

Contractor shall be held responsible for any damage or defect to the pipe line in satisfactory

working of the same for 12months after it is put into commission, contractor must satisfy IS

458/1971 and IS783/1959 with reference to RCC pipe.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

Item No.8 Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) for

foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber

seat cover etc..completed.

(A) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia

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

(C) 0.75 x 0.75 mt. size Inside Clear, Depth from 0.0 to1.20 meter for pipe dia

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this

shall comply with specification in general.

Sand to be used should comply with specification of

P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement

5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and

shall be throughly wetered be for mixing and

mixed properly on wooden or specially

propared platform until every part of the

brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in

layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend

with heavy rammers, until mortar creams up to

surface. The surface must be kept damp during

and after consolidation & in laying consecutive

layer the lower coars should be well watered &

mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down

in P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got

approved by the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications

cement mortar for the brick work shall be one parts of cement to six part of sand every brick well

soaked in water is required to be ladi in joints of cement mortar the thickness of which shall not

exceed paints of 1.25 cm If after removal of centering any open joints are founed these shall be

pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be

toothed or shall be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to

plan working to the proper dimension & as directing by the officer in charge from the time to time

bricks should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore

laying cement mortar shall be prepared in special iron pans and mixed in quantites as required

using measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case may

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonary

should be constructed in proper workmanship like manner with joints plunb etc. to conform with

general specification No.45 P.W.D hand book. The face work should be neatly finished. The

work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of

cement 2 parts of sand 4 part of aggregates of black trap metalof other approved material of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions.

The rate includes all necessary materuals mixing laying and remain and watering the exposed

faces tobe finished with neat cement as per instruction the channel shall be half round and as

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of the

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of

sand in uniform thickness with surfaces truely in plumb. The work in general shall comply with

general specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at

least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement

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

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

manhole as far as possoble. The maximum distance between inspection chambers shall be

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

fixed at the same level and necessary slope given to the channel of manhole/inspection

chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the

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

detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

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

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).

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

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

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

shall also be similarly constructed with respect to the benching out at their junction with the main

channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall

be given. The channel at the bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers

over 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed

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

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

300 mm above the benching. The manhole/inspection chamber frame and cover shall be of cast

iron of specified weight and shall conform to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressed and carefully trimmed. All castings shall be free from voids whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on

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

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

tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

composition. The coating shall be smooth and tenaceous. The frame of manhole/inspection

chamber cover shall be firmly embeded to correct alignment and level in cement concrete on the

top of the masonry. The item shall be executed as per the detailed drawing and as directed by

Design and Details of Reinforcement for the slab shall be approved before casting work or

as directed by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

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 Dia M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness

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

2) 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia <=300

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this

shall comply with specification in general.

Sand to be used should comply with specification of

P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement

5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and

shall be throughly wetered be for mixing and

mixed properly on wooden or specially

propared platform until every part of the

brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in

layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend

with heavy rammers, until mortar creams up to

surface. The surface must be kept damp during

and after consolidation & in laying consecutive

layer the lower coars should be well watered &

mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down

in P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got

approved by the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications

cement mortar for the brick work shall be one parts of cement to six part of sand every brick well

soaked in water is required to be ladi in joints of cement mortar the thickness of which shall not

exceed paints of 1.25 cm If after removal of centering any open joints are founed these shall be

pointed immedately.

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

Special care shall be taken to make the faces of brick work smooth brick work mar be

toothed or shall be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to

plan working to the proper dimension & as directing by the officer in charge from the time to time

bricks should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore

laying cement mortar shall be prepared in special iron pans and mixed in quantites as required

using measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case may

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonary

should be constructed in proper workmanship like manner with joints plunb etc. to conform with

general specification No.45 P.W.D hand book. The face work should be neatly finished. The

work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of

cement 2 parts of sand 4 part of aggregates of black trap metalof other approved material of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions.

The rate includes all necessary materuals mixing laying and remain and watering the exposed

faces tobe finished with neat cement as per instruction the channel shall be half round and as

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of the

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of

sand in uniform thickness with surfaces truely in plumb. The work in general shall comply with

general specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at

least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement

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

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

manhole as far as possoble. The maximum distance between inspection chambers shall be

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

fixed at the same level and necessary slope given to the channel of manhole/inspection

chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the

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

detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

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

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).

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

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

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

shall also be similarly constructed with respect to the benching out at their junction with the main

channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall

be given. The channel at the bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers

over 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed

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

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

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

300 mm above the benching. The manhole/inspection chamber frame and cover shall be of cast

iron of specified weight and shall conform to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressed and carefully trimmed. All castings shall be free from voids whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on

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

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

tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous

composition. The coating shall be smooth and tenaceous. The frame of manhole/inspection

chamber cover shall be firmly embeded to correct alignment and level in cement concrete on the

top of the masonry. The item shall be executed as per the detailed drawing and as directed by

Design and Details of Reinforcement for the slab shall be approved before casting work or

as directed by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

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

Item Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 0.75 mt

No.10 for constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit\ of DM

should be reduced in this item) (As Per R.A. Based on Building SOR 2015-16)

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

No.11 brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

10 C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3,

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

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

Cantering & reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding

the cost of Manhole seat cover etc..completed. of Size 1.00 X 1.40 meter (Inside Clear,

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

1) 1.00 to 2.00 meter depth, (Slab at Ground level)

2) 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

3) 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

4) 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

5) 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.)

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this

shall comply with specification in general.

Sand to be used should comply with specification of

P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement

5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and

shall be throughly wetered be for mixing and

mixed properly on wooden or specially

propared platform until every part of the

brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in

layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend

with heavy rammers, until mortar creams up to

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

surface. The surface must be kept damp during

and after consolidation & in laying consecutive

layer the lower coars should be well watered &

mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down

in P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got

approved by the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications

cement mortar for the brick work shall be one parts of cement to six part of sand every brick well

soaked in water is required to be ladi in joints of cement mortar the thickness of which shall not

exceed paints of 1.25 cm If after removal of centering any open joints are founed these shall be

pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be

toothed or shall be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to

plan working to the proper dimension & as directing by the officer in charge from the time to time

bricks should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore

laying cement mortar shall be prepared in special iron pans and mixed in quantites as required

using measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case may

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonary

should be constructed in proper workmanship like manner with joints plunb etc. to conform with

general specification No.45 P.W.D hand book. The face work should be neatly finished. The

work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of

cement 2 parts of sand 4 part of aggregates of black trap metalof other approved material of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions.

The rate includes all necessary materuals mixing laying and remain and watering the exposed

faces tobe finished with neat cement as per instruction the channel shall be half round and as

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of the

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of

sand in uniform thickness with surfaces truely in plumb. The work in general shall comply with

general specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at

least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement

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

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

manhole as far as possoble. The maximum distance between inspection chambers shall be

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

fixed at the same level and necessary slope given to the channel of manhole/inspection

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the

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

detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

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

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).

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

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

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

shall also be similarly constructed with respect to the benching out at their junction with the main

channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall

be given. The channel at the bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers

over 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed

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

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

300 mm above the benching. The manhole/inspection chamber frame and cover shall be of cast

iron of specified weight and shall conform to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressed and carefully trimmed. All castings shall be free from voids whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on

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

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

tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous

composition. The coating shall be smooth and tenaceous. The frame of manhole/inspection

chamber cover shall be firmly embeded to correct alignment and level in cement concrete on the

top of the masonry. The item shall be executed as per the detailed drawing and as directed by

Design and Details of Reinforcement for the slab shall be approved before casting work or

as directed by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

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

Item Extra rate over item of Constructing Slab Type M.H. Chamber of following size for

No.12 constructing M.H. Chamber, per 1.00 Decimetre of additional depth or part thereof. etc.

complete. Of size 1.00 x 1.40 mt. (inside clear) and Depth from

Mode of measurement:

The rate shall be for a unit of DM basis.

Item Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manhole

No.13 of following size incl. excavation, refilling and & finished 15 mm thick cement plaster

inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered

in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering &

reinforcement as directed by engineer in charge. Rate includes carting of debris and

1) 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) 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

3) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

(double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

4) 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.)

5) 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.)

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this

shall comply with specification in general.

Sand to be used should comply with specification of

P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement

5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and

shall be throughly wetered be for mixing and

mixed properly on wooden or specially

propared platform until every part of the

brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in

layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend

with heavy rammers, until mortar creams up to

surface. The surface must be kept damp during

and after consolidation & in laying consecutive

layer the lower coars should be well watered &

mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down

in P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got

approved by the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications

cement mortar for the brick work shall be one parts of cement to six part of sand every brick well

soaked in water is required to be ladi in joints of cement mortar the thickness of which shall not

exceed paints of 1.25 cm If after removal of centering any open joints are founed these shall be

pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be

toothed or shall be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to

plan working to the proper dimension & as directing by the officer in charge from the time to time

bricks should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore

laying cement mortar shall be prepared in special iron pans and mixed in quantites as required

using measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case may

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonary

should be constructed in proper workmanship like manner with joints plunb etc. to conform with

general specification No.45 P.W.D hand book. The face work should be neatly finished. The

work shall be keptwaterd for work at least after date of completion.

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of

cement 2 parts of sand 4 part of aggregates of black trap metalof other approved material of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions.

The rate includes all necessary materuals mixing laying and remain and watering the exposed

faces tobe finished with neat cement as per instruction the channel shall be half round and as

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of the

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of

sand in uniform thickness with surfaces truely in plumb. The work in general shall comply with

general specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at

least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement

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

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

manhole as far as possoble. The maximum distance between inspection chambers shall be

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

fixed at the same level and necessary slope given to the channel of manhole/inspection

chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the

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

detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

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

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).

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

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

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

shall also be similarly constructed with respect to the benching out at their junction with the main

channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall

be given. The channel at the bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers

over 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed

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

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

300 mm above the benching. The manhole/inspection chamber frame and cover shall be of cast

iron of specified weight and shall conform to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressed and carefully trimmed. All castings shall be free from voids whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on

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

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

tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous

composition. The coating shall be smooth and tenaceous. The frame of manhole/inspection

chamber cover shall be firmly embeded to correct alignment and level in cement concrete on the

top of the masonry. The item shall be executed as per the detailed drawing and as directed by

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

Design and Details of Reinforcement for the slab shall be approved before casting work or

as directed by engineer in charge or Additional City Engineer (south zone)

Mode of measurement:

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

Item No. Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight

14 G.T.Stone including fixing of cover Square mouth trap 100 mm x100 mm size P-Trap

Constructing Gully Trap Chamber With Masonry In Cement Mortar 1:5 & Plastering In

Cement Mortar 1:3 Using G.T. Stone Incl. Fixing Cover Etc. Completed As Directed.

Mode of measurement:

The rate shall be for a unit of Nos Basis

Item No. Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water

15 tight C.I.cover with frame of 300mmx300mm size (inside)with standard weight.(i)Square

mouth traps. (A) 100mm x 100mm size P type. (Based on R&B SOR 2021-22, P-161)

Constructing Gully Trap Chamber With Masonry In Cement Mortar 1:5 & Plastering In

Cement Mortar 1:3 Using G.T. Stone Incl. Fixing Cover Etc. Completed As Directed.

Mode of measurement:

The rate shall be for a unit of Nos Basis

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

16 required machinery etc. of following dia pipes at any convenient time. All damaged work

shall be well repaired as per instructions. etc..complete.

Rate includes connection in the sewer line at any convenient time when the load on the drainage

line in less. All damaged work shall be well repaired as per instruction of officer in charge.

Proposed R.C. C. line should be connected with the existing M.H. as directed. Holes made in

the well of existing M.H. should be finished smooth and in circular shape as directed. Rate also

includes making new channel or repairing existing damaged channel if instructed. Rate is

inclusive of watering etc. as directed.

Mode of measurement:

The rate shall be for a unit of Nos Basis

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

17 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.

Cutting the pipes of any dia comming in the new M.H. in running sewer of any dia pipes at any

convenient time when M.H. is found empty all damage work shall be well repair instruetions etc.

The pipes of any dia and any material shall be cut as pes requirement to Cutting the pipe in

existing manhole reinforcement bars shall also have to be cut in existing manhole as per

requirement and making good the same. the dis mental materials shall be carried ti places at all

lead as directed by engineer in charge If directed the work shall have to be done at night the

measurement shall be as per nos

Mode of measurement:

The rate shall be for a unit of Nos The rate shall be for a unit of Nos Basis

Item No. Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in C.M.

18-19 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and M.H. and carting the same as directed.

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

A)………………do………………. Up to 0.15 mt. ( @ Two coarse)

B) ………………do……..………… Up to 0.35 mt. ( @ Four coarse)

C)………………do…………………Up to 0.65 mt. ( @ Seven coarse)

D)………………do…………………Up to 0.90 mt. (@ Ten Coarse )

Repairing damaged I.C./ Raisin 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

Required level shall be achieved in brick work as specified including plaster, the thickness of

joints shall not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or broken

brick or asphalt mix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface of

an asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the brick

work with splayed filler all around.

Water: Gully frames being on the edge of road shall be fixed to the correct road level at its

upper end and the slope should be such it must be about (12 mm) (1/2”) lower than water table.

A concrete pavement should be case around the frames and covers of man-holes,

chambers etc. in case of asphlatic road.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) as

specified and directed. The pavement shall be at least 8 mm (3”) wider than the outer most edge

of the circular frame no pavement will be made of this pavement under the item of cement

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) in

external measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the longer

dimension being along the direction of the main.

In case of rectangular frame cover it shall paved as directed by Engineer with 1:2:4 C.C.

No payment will be made for the pavement should be at least 8 cm (3”) wider than the outer

most edge of the frame.

After removing the top portion of the manholes, the proper brick masonry layer with c.m.

(1:4) should be constructed for proper bondage with old masonry and 8 cms thick PCC work

(1:2:4) should be laid on the top of brick layer an up to the bottom of the seat. After fixing the

seat the manhole should be properly leveled with road level.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall be

clean within 48 hours of concreting day.

M/S shall be given on No basis.

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

20 (Based on rate of central store)

1) 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 aboveCover Suitable for 50Cm Opening Of MH

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

2) 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.House connection Chamber Light Duty

3) FRC medium duty cover size 670 mm dia & 70 mm thick 10M.T. load design and

frame size 560 mm clear opening outer size 780 x 780 x 120 mm

4) 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

5) FRC light duty Chamber seat cover (FRC) cover with

rectangular frame (LD-2.5)

Mode of measurement:-

The rate shall be for a unit of one number basis

Item No. Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

21 exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for

days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any

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)

Mode of measurement:-

The rate shall be for a unit of one number basis

Item No. Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing

22 EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the frame in line and

level to match exisisting road level in CC 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as per instruction by engg. in charge.

Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl. loading, unloading and fixing the frame in line and level to match

exisisting road level in CC 1:2:4 and finishing smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

Measurements shall be given on Kg basis.

Item No. Temporary/ permanent plugging and blocking of sewer line, branch connections and

23 diversion of flows anremoval of all plugs, etc.(Based onGwssb SOR 2021-22, P-102)

A)300mm dia. & below sewer line

B) 400 to 500mm dia. Sewer line

C) 600 to 700mm dia. Sewer line

Measurements shall be given on No basis.

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

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

24 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

The rate shall be for a unit of Smt Basis

Item No. Supplying, labour for break down repairing work for activities like excavation, disliting,

25 removing debris from trench back filling etc. comp. as directed by Eng.in charge.

1) Mazdoor at day /Night

2) Makadam/ supervision at day / Night

Mode of measurement:

The rate shall be for a unit of No Basis.

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

26 / 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.

Mode of measurements & payment :

The rate shall be for a unit of Rmt

Item No. Providing and operation dewatering Pump including fuel charges & operator Charges etc.

27 as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set)

Mode of measurements & payment :

The rate shall be for a unit of Shift

Item No. Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of

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

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

should be allowed for non working condition of machinery )

Mode of measurements & payment :

The rate shall be for a unit of HP/Hr.

Item No. Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting

29 machinery, and lighting and other requirements with Arranging diesel to run the D.G.

Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non working

condition of machinery )

Mode of measurements & payment :

The rate shall be for a unit of Shift

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

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

of engg.incharge , rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (No payment should

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

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

The item is for supplying JCB on rent for various construction activities The rate includes various

operational cost such as operating generater/electricity diesel,petrol, operater's salary, etc

when machine is in working condition all precautions shall be taken by contractor to avoid the

accident.if any accident occurs contractor shall be fully resonsible for that. the payment shall be

given on hour basis.No payment shall be given for idle hour and no time shall be counted for

carrying machine to site and from shifting site to site.

the payment shall be given on hour basis.

Item No. Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Mode of measurements & payment :

The rate shall be for a unit of Shift

Item No. Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

32 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)

Mode of measurements & payment :

The rate shall be for a unit of Shift

Item No. Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

33 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)

Mode of measurements & payment :

The rate shall be for a unit of Hour

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

34 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.

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

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

as far as possoble. The maximum distance between inspection chambers shall be about

meters. Where the diameter of sewer/drain is increased, the soffit of the pipe shall be fixed at the

same level and necessary slope given to the channel of manhole/inspection chamber. The

minimum internal sizes of manhole/inspection chamber shall be as per the respective item of

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

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

thickness as shown on drawing. The brick masonry shall be constructed in C.M. (1:5), plastered

on both faces with 15 mm cement plaster in C.M. (1:3). The channel shall be semicircular in the

bottom half and of diameter equal to the sewer/drain. Above the horizontal diameter, the sides

shall be extended vertically to the same level as the crown of the outgoing pipe and the top edge

shall be suitable rounded off. The branch channels shall also be similarly constructed with

respect to the benching out at their junction with the main channel as appropriate fall suitable

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

of manhole/inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs

shall be provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast

iron conforming to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm

apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm below the

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

manhole/inspection chamber cover and the lowest not more than 300 mm above the benching.

The manhole/inspection chamber framing and cover shall be of cast iron of specified weight and

shall conform to the requirements given in IS:1726. The covers and frames shall be cleanly cast

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

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

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

provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it

shall be fitted in the frame in workmanship like manner. The cover shall be gas tight and water

tight. The size of covers specified shall be considered as the clear internal dimensions of the

frame. Covers and frames shall be coated with a black bituminous composition. The coating

shall be smooth and tenaceous. The frame of manhole/inspection chamber cover shall be firmly

embeded to correct alignment and level in cement concrete on the top of the masonry. The item

shall be executed as per the detailed drawing and as directed by Engineer

Mode of measurements & payment :

The rate shall be for a unit of Nos

Item No. CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

35 comp.. As directed by engineer in charge.

Mode of measurements & payment :

The rate shall be for a unit of Nos

Re Instatment Work

Item No. Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM 1:6 and

36 plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.

Mode of measurements & payment :

The rate shall be for a unit of Nos

Item No. Labour work for fixing any kind of paving with cement pointing in CM 1:2, including

37 watering, ramming etc comp. as dir.For pavement I) Laying on Sand bedding as per

requirement to fix the C.C.Block / Nibhada Stone in Line & Level

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand

bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as

A) Laying on sand bedding as per requirement fo fix the CC block/nibhada Stone in line level

The measurement shall be for a unit of one sq. metre. basis.

Item No. Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way, covering the activity

38 of excavation, ramming, Laying on sand bedding as per requirement to fix the Nibhada

Stone in Line & Level with cement pointing in cement mortar 1:2 etc complete as directed.

Mode of measurements & payment :

The rate shall be for a unit of Smt

Item No. Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam

39 specificationincluding premixing the Material with water at OMCin mechanical mix plant

carriage ofmixed Materialby tipper to site, laying inuniform layers in subbase/ base

course on wellprepared surface andcompacting withvibratory roller to achieve thedesired

density as per MoRTH clause

The provision of MORTH Clause 406 shall apply during construction of Wet Mix Macadam.

The rate shall be for a unit of one Cmt

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

Miscellaneous item

CONTRACTOR'S SIGNATURE ADDITIONAL.CITY ENGINEER

& STAMP (Central Zone)

Signature of Bidder Page 60 of