Const. Percolation Well Nr. Mahakali Temple, Nathbawa chawl Dudheshwar area in Shahpur Ward

Name of work : - bægÍtulbtk Ntnvwh Jtuzobtk œq^uµh rJM<thbtk ytJuj bntft¤e bkrœh stuzu lt&ctJtle atje vtmu

vhftujuNl Juj cltJJtlt ftb.

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 bægÍtulbtk Ntnvwh Jtuzobtk œq^uµh rJM<thbtk ytJuj bntft¤e bkrœh stuzu

lt&ctJtle atje vtmu vhftujuNl Juj cltJJtlt ftb.

2 Estimated Tender Amount Rs. 9,80,000.00 (EXCLUDING OF GST) GST WILL BE PAID EXTRA BY

AMC/AUTHORITY AT PREVALLING RATE TO THE CONTRACTOR

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months

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

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. 9,800.00 municipal Commissioner, Ahmedabad is to be submitted

(Bid security) as prescribed as below. Demand Draft/Bank Guarantee shall be from

(1 % of Estimate put to approved list of AMC of banks and the issuing branch of bank

guarantee shall be of Ahmedabad city only and it should be valid for

for 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.

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

Tender and bound to bidder with out any condition.

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

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

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

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

be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtulbtk Ntnvwh Jtuzobtk œq^uµh rJM<thbtk ytJuj bntft¤e bkrœh stuzu lt&ctJtle atje vtmu

vhftujuNl Juj cltJJtlt ftb.

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION.

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

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

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

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

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

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

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

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

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

necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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

opening of the tender.

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

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

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

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

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

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

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

restricting competition.

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

in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

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

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

amount of work increases / decreases up to any extent.

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

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

claim shall be entertained for the same.

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

shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

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

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

in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

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

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

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

16.0 Earnest Money / Bid Security

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

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

Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

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

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

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

promptly as possible.

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

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

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

where executed.

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

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

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

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

the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

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

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

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

name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

Employer, the Bids will be received up to the appointed time on the next working day. The Bidder is

further required to submit Documents in Physical Form on or before the Bid Due Date and before the

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

Assistant Manager- Central Zone,

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

Danapith, Ahmedabad-380001.

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

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

well before the "Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not

able to submit the bid on account of failure in network/internet connection or any other technical

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

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

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

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

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

22.0 SECURITY DEPOSIT

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

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

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

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

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

charged by AMC.

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

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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

discontinuity of the bank guarantee.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

Contractor from any contractual obligations or responsibility under the Contract.

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

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

or supply of material or engagement of labour.

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

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

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

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

personnel listed in the Schedule.

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

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

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

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

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

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

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

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

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

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

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

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

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

all the time in respect of,

Safety of the works

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

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

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

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• Contractor’s plant and equipment

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

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

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

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

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

his method of operation.

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

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

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

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

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

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

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

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

structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

legal matters shall be borne by contractor.

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

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

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

penalty etc. whatsoever on this account.

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

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

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

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

representative of the Engineer shall be supplied by the contractor.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

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

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

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

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

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

Contract shall be as follows:

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

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

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

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

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

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

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

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

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

10 % of the final rate derived.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

the applicable law.

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

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

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

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

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

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

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

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

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

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

be payable on these accounts.

13.0 Labour Welfare Cess

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

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

deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

performance of his obligation under the contract.

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

of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

design documents made by or on behalf of the contractor.

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

breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

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

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

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

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

in competing for or in the executing the Contract.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

supporting vouchers, abstracts, etc.

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

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

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

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

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

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

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

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

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

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

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

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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

conciliation Act.

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

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

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

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

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

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

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

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

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

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

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

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

such materials.

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

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

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

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

replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

assessed under clause

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

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

no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

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

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

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

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

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

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

writing. No photographs/ videography shall be published or otherwise circulated without the

approval of the Engineer in writing.

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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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 24 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

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

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

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

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 hnuNu.

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 WCt &<t ftuR stuFb fu

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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 hnuNu.

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk

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

<tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

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

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

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

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

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

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

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

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

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

mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

dtuXJJtltu hnuNu.

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

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

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

(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.

(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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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<

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

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

btdoœrNoft lwk vtjl fhJwk.

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

rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe

xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs JF<tu JF< &lth mw^thtytu

vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

(36) mœh xuLzh yu.yth.me. «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.

(37) 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.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

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

vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Name of work : bægÍtulbtk Ntnvwh Jtuzobtk œq^uµh rJM<thbtk ytJuj bntft¤e bkrœh stuzu lt&ctJtle atje vtmu

vhftujuNl Juj cltJJtlt ftb.

Tender Technical Specifications for Construction of tube-well in Ahmedabad City

The purpose of constructing the tube-well is to obtain optimum quantity of ground water

recharge during monsoon.the percolating well depth will be 60 mtr from ground level as per

instruction of engineer incharge.

2. Drilling procedure:

(a) The contractor will employ the hydraulic direct rotary rig. (i.e. by direct rotary drilling rigs

fitted with a heavy duty reciprocating mud pump)

(b) All water bearing strata decided by the engineer in-charge shall be tapped.

(c) The contractor shall have to drill first a pilot bore of 14" diameter but not more than 20"

diameter after completion of which the contractor shall have to inform engineer in charge

for electro logging. Contractor will have to arrange for electro logging of each bore. Without

electro logging of bore rimming work should not be started in any case.

(d) After pipe & strainer lowering in the bore hole and before gravel packing, minimum

hours back washing is required to keep proper mud density.

(e) After gravel packing work, minimum 24 hours back washing is required with clean water,

putting washing line at the bottom.

(f) The contractor shall have to use fresh quality of Bantonite so that the mud salinity should

be less than 230 PPM.

(g) Bore hole shall be drilled freely in plumb & vertical.

(h) If contractor feels to take opinion of Geologist for any soil survey verification, the

expenditure for the same shall be borne by the contractor. Ahmedabad municipal corp.

shall not reimburse the same.

The Contractor shall not be entitled to claim any compensation from Ahmedabad Municipal

Corporation for any loss or damage During Execution work of Construction & Development

The Contractor is fully responsible up to completion of bore well development by

compressor and then up to hand over of the same.

Note—In case of failure of bore well during construction or development due to any reason or

any accident, the contractor has to carry out re-construction of bore well at the site shown

by engineer/ zonal engineer without any extra cost.

3. Material to be supplied by the contractor

All housing pipes, casing pipes and strainer pipes shall be supplied by the contractor. The

contractor shall be responsible for all the losses or damage for any reason.

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

(a) Drilling of pilot bore hole in alluvial strata by direct rotary rig of Minimum dia. of 250 mm

and remain 400mm dia

5. (a) Pipes, Strainers & Materials: Providing and installing 200mm dia as per IS:12818 uPVC casing

pipe “CM” Class plain pipe and 200mm dia regular with 1.5mm SLotted size cage type

trapezoidal shape wire wound little carbon galvanized screen, confirming to IS:8110

(b) Supply and placing pee sized gravel as per electro logger data

(c) Providing and insatalling 200mm dia as per IS:12818 uPVC END cap, with air vent cowl.

(d) Air compressor 600 CFM/150PSI

6. Eccentricity:-

(1) All drilling & pipe lowering shall be done in plumb and vertical as far as practicable but

within the following limits of verticality.

(2) Maximum allowable deviation should not be more than 3" in every 100 feet. Depth and

proportionally up to 400 ft.

Construction of Tube-well:

After satisfactory drilling and bore hole rimming the contractor has to arrange lowering,

installing & welding of housing, pipes, casing pipes and strainer pipes including , reducer, bail

plug, housing pipe, joint covering strip, coupling, well cap etc. The contractor has to bring all

the materials like bore pipes, strainer pipes, well-cap, cone, etc. two days prior to lowering

with necessary test certificates for approval of engineering in charge. The contractor has to

obtain permission from the engineer in charge only these after he can commence work of

lowering of the pipe in presence of AMC engineer. The clamp applied to the housing pipes

supporting to the pipe 0.5 mt. below the ground level and supported with wooden slippers.

Before lowering housing and casing should be paint with black anticorrosive bituminous paint.

Gravel Packing.

After successful completion of pipe lowering gravel packing operation should be started. The

gravel used should be graded hard well rounded particular 4.75 mm to 8.00 mm. size. till it is

Cement sealing-

Cement sealing shall be carried out with ISI mark 53 Grade cement and as per logger report. It

must be carried out in presence of Engineer in-charge.

Cement Sealing should be carried out with the help of mud pump and air-line at the specified

depth suggested by the Geologist in logger report.

Air compressor Development-

The contractor has to arrange Air-compressor at site for this work as per BOQ. Air compressor

development with direct 4" dia. drop line. For During compressor development the water

coming out from the tube-well should be used to setting the gravel and clay around the tube-

well. The contractor has to give clear sounding of the tube-well after Air compressor

development. If the satisfactory result is not achieved, then the contractor has to run more Air

compressor without any extra amount. It will be the contractor's responsibility to make

arrangement for disposal of mud and water during air compressor development.

Acceptance test

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

After development of tube-well by submersible pump the contractor has to give sounding test

of tube-well. If the bore is filled the same has to be removed by air compressor. The contractor

has to clean the site and level the site after completion of work.

The bore will be constructed in the. city of Ahmedabad. Due to city conjunction and space

problem in the city, the tenderer must dispose off mud and cutting day to day during

construction of bore. It should not be staged at site. It will be the constructor's responsibility if

any accident, police case, death, court case, injury happen due to not properly dispose off mud

and cutting from the bore site.

If the contractor fails to complete the work under contract by the stipulated date, liquidated

damages of 10 % of the remaining value of particular bore well work will be deducted from

payment bill. The aggregate maximum of liquidated damages shall not exceed 10 % of total

tender amount. If this amount increase more than 10 % of tender amount it will be sufficient

causes for termination of contract and forfeiture of all security deposit and performance bond,

and to blacklist the contractor.

The guarantee for each bore well will be 24 months from the date of commissioning of the

bore well. During guarantee period if necessary, contractor shall have to clean and redevelop

the bore by air compressor to get clear sounding of the bore. In case if sand issue is occurred

due to any reason and not solved, the contractor has to get reconstruct whole new bore well

at his own cost.

Recharge Filter

(a) Excvating pit for installing precast filter system 2.9 x 2.9 x 1.125 Mt. deep

(b) Providing PCC of 75mm thickness of 1:4:8 grade

(c) Providing & laying Precast RCC M 25 rainwater filtration system of Inner dimention 1.00 x

1.00 x 1.00 Mt. & Minimum 50 mm wall thickness. 2 numbers of 50 mm thick closing cover

0.55 x 1.10 Mt. with Hook, 50 mm THk. Perforated Intermediate Partition Panel to retain

Filter Media. Wall Panel 1250/1000 x 1000 x 50 mm Thk. with 125 mm Wide Ribbed /

Champhered End connected with Epoxy coated 12 mm Dia. Pin using Chemical Grouting of

adequate strength and Mortar Joint Adhesive on Ribbed Edge surface. 8 Set each of

mm dia uPVC bend with 300 mm uPVC pipe fixed in wall panel at equal distance.

(d) Providing & filling Filter Media mixure of nodular calcium carbonate and IV800 graphite.

(e) Providing and filling Pre filter a mixture of 20 mm - 40 mm gravels surrounding the precast

filter systemsystem

(f) Providing and Installing Filter System and Bore well with 160 mm dia 6 Kg pressure PVC pipe

along with required accessories

(g) Providing & Installing 0.5 meter height SS 304 Wedge Wire Screen Screen: 1.00 mm slotted

150 mm dia , Anchor fassend at bottom

7. Miscellaneous work regarding catchpit connection for inlet rain water in Percolation well

For Miscellaneous work only rates are taken in tender BOQ, contractor is bound to work at

their quoted rate if iteams will be executed as per requirement and payment shall be done as

per executed quantity as per unit rate mention in BOQ.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

8. Other Work:-

1) Transportation Loading and unloading of all material to Percolating wells Site if any.

2) All type of Civil related work.

3) Work as per reference Drawing.

4) Inspectionof Filter and pipes by AMC Engineer

9. Maintenance work of Percolated Borewell :-

1) Cleaning of Pit prior to Monsoon (in May –June Month)

2) Cleaning of Filter Unit by washing out gravels and other filter material. If necessary, toping

3) Cleaningof Percolating well with Air Compressor at 3rd and 5th year-minimum for 2 hrs.

4) Checking of All structure and material on ground every year

5) Taking Sounding and Static level of well every year.

6) Cleaning of Catchpit and need to be checked connected RCC pipe from catchpit to borewell.

DETAILED SPECIFICATIONS OF MATERIALS

1.1 Water shall not be salty or brackish and shall be clean reasonably clear and free from

objectionable quantities of silt and tract of oil and injurious alkalis, salts, organic mater and

other deleterious materials which will either weaken the mortar or concrete or cause

efflorescence in R.C.C.. The container for transport, storage and handling of water shall be

clean. Water shall conform to the standards specified in I.S. 456-2000 (latest revision).

1.2 If required by the Engineer-in-charge it shall be tested by comparison with distilled water.

Comparison shall be made by means of standard cement tests for soundness, time of

setting and mortar strength as specified in I.S. 269-1976. Any indication of unsoundness,

change in time of setting of 30 minutes either more or decrease of more than 10 percent in

strength of mortar prepared with water sample when compared with the results obtained

with mortar prepared with distilled water shall be sufficient cause for rejection of water

1.3 Water for curing mortar, concrete or masonry should not be too acidic and also not too

alkaline. It shall be free of elements which significantly affect the hydration reaction or

otherwise interfere with the hardening of mortar or concrete during curing or those which

produce objectionable stains or other unsightly deposits on concrete or mortar surfaces.

1.4 Hard and bitter water shall not be used for curing.

1.5 Potable water will be generally found suitable for curing mortar for preparing or concrete.

2.1 Cement shall be Sulphate Resistant Cement conforming to IS : 12330, Ordinary portland

cement as per I.S. 269-1976 or Portland slag cement as per I.S.455-1976.

2.2 Testing of Cement : It should be specifically noted that the cement brought by the

contractor at site of work shall be used after the same is tested at the approved laboratory

as per the direction of the Engineer-in-charge. Such approved laboratory may be located at

Ahmedabad. All the charges for transport and testing of the samples shall have to be borne

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

by the contractor. The frequency of testing of such materials shall be in accordance to the

relevant Indian standard as directed by the Engineer-in-charge.

3.1 Sand shall be natural sand, clean, well graded, hard strong, durable and gritty particles free

from injurious of dust, clay, kankar nodules, soft or flaky particles shale, alkali salts, organic

matter, loam, mica or other deleterious substances and shall be got approved from the

Engineer-in-charge. The sand shall not contain more than 8 percent of silt as determined by

field test. If necessary the sand shall be washed to make it clean.

3.2 COARSE SAND :

The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed 3.0. The

sieve analysis of coarse shall be as under :

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing sieve Designation weight passing

3.3 FINE SAND :

The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under :

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

through sieve through sieve.

2.36 mm 100 300 Micron 5 -

M-4 STONE GRIT :

4.1 Grit shall consist of crushed or broken stone and be hard, strong dense, durable, clean, of

proper gradation and free from skin or coating likely to prevent proper adhesion of mortar.

Grit shall for as possible flaky elongated pieces shall be avoided.

It shall generally comply with the provisions of I. S. 383-1970. Unless special stone of

particular quarried is mentioned. Grit special stone of particular quarries is mentioned. Grit

shall be obtained from the best black trap or equivalent hard stone as approved by the

Engineer - in - charge. The grit shall have no deleterious reaction with cement.

4.2 The grit shall conform to the following gradation as per sieve analysis :

I. S. Sieve Percentage passing I. S. Sieve Percentage passing

Designation through sieve Designation through sieve.

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

4.3 The crushing strength of grit will be such as to allow the concrete in which it is used to

build up the specified strength of concrete.

4.4 The necessary tests for grit shall be carried out as per the requirements of I. S. 2386 (Parts I

to VIII) 1963, as per instruction of the Engineer-in-charge. The necessity of test will be

decided by the Engineer-in-charge.

M-5A STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE :

5A.1 Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be

hard, strong, dense, durable, clean and free from skin and coating likely to prevent proper

adhesion of mortar.

5A.2 The aggregate shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, Aggregates shall be machine crushed from the best black trap or

equivalent hard stone as approved. Aggregate shall have no deleterious reaction with

cement. The size of the coarse aggregate for plain cement concrete and ordinary reinforced

cement concrete shall generally be as per the table given below. However in case of

reinforced cement concrete the maximum limit may be restricted to 6 mm less than the

minimum lateral clear distance between bars or 6 mm. less than the cover whichever is

I. S. Sieve Percentage passing for single I. S. Sieve Percentage passing for single

Designation sized aggregates of nominal size Designation sized aggregates of nominal size

NOTE :- The percentage may be varied by the Engineer-in-charge when considered necessary

for obtaining better density and strength of concrete.

5A.3 The grading test shall be taken in the beginning and at the charge of source of materials.

The necessary tests indicated in I.S. 383-1970 I. S. 456-1978 shall have to be carried out to

ensure the acceptability. The aggregates shall be stored separately and handled in such a

manner as to prevent the inter mixed on different aggregates. If the aggregates are covered

with dust, they shall be washed with water to make them clean.

M-5B BLACK TRAP OR EQUIVALENT HARD STONE COARSE :

5B.1 Aggregate for Design Mix concrete : Coarse aggregate shall be of machine crushed stone

of black trap or equivalent hard stone and be hard, strong, dense, durable clean and free

from skin and coating likely to prevent proper adhesion of mortar.

5B.2 The aggregates shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, aggregates shall be machine crushed from the best, black trap or

equivalent hard stones as approved. Aggregate shall have no deleterious reaction with

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

5B.3 The necessary tests indicated in I. S. 383-1970 and I.S.456-1978 shall have to be carried

out to ensure the acceptability of the material.

5B.4 If aggregate is covered with dust it shall be washed with water to make it clean.

M-6 CEMENT MORTAR:

6.1 Water shall conform to specification M-1. Cement shall confirm to specification M-2, sand

shall confirm to M-3.

6.2 Proportion of Mix :

6.2.1 cement and sand shall be mixed to specified proportion, sand being measured by

measuring boxes. The proportion of cement will be by volume on the basis of 50 Kg/bag of

cement being equal to 0.0342 cum. The mortar may be hand mixed or machine mixed as

6.3 Preparation of Mortar:

6.3.1 In hand mixed mortar cement and sand in the specified proportions shall be thoroughly

mixed dry on a clean impervious platform by turning over at least 3 times or more till a

homogenous mixture of uniform colour is obtained. Mixing platform shall be so arranged that

no deleterious extraneous material shall get mixed with mortar or mortar shall flow out. While

mixing, the water shall be gradually added and thoroughly mixed to form a stiff plastic mass of

uniform colour so that each particle of sand shall be completely covered with a film of wet

cement. The water cement ratio shall be adopted as directed.

6.3.2 The mortar so prepared shall be used within 30 minutes of adding water. Only such

quantity of mortar shall be prepared as can be used within 30 minutes.

M-7 BRICK BATS AGGREGATE :

7.1 Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense brick.

It shall be homogeneous in texture roughly cubical in shape, clean and free from dirt of any

other foreign material. The brick bats shall be of 40 mm to 50 mm size unless otherwise

specified in the item. The underburnt of overburnt brick bats shall not be allowed.

7.2 The brick bats shall be measured by volume by suitable boxes or as directed.

8.1 The bricks shall be hard or machine moulded and made from suitable soils and kiln burnt.

They shall be free from cracks and flaws and nodules of free lime. The shall have smooth

rectangular faces with sharp corners and shall be of uniform colour.

The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm to 20 mm deep on

one of its flat sides. The bricks shall not break when thrown on the ground from a height of

8.2 The size of modular bricks shall be 190 mm x 90 mm.

8.3 The size of the conventional bricks shall be as under :

8.4 Only bricks of one standard size shall be used on one work. The following tolerance shall be

permitted in the conventional size adopted in a particular work.

Length : = 1/8" (3.0 mm) Width : = 1/16" (1.50 mm)

Height : = 1/16" (1.50 mm)

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

8.5 The crushing strength of the bricks shall not be less than 35 Kg/Sq.cm. The average water

absorption shall not be more than 20 percent by weight. Necessary tests for crushing strength

and water absorption etc. shall be carried out as per I.S. 3495 (Part-I to IV) -

M-8A FLY-ASH LIME BRICKS :

The fly ash lime bricks shall conform to Grade-1 or Grade-2 of IS-3812-1981. The frog of the

to 100 mm x 40 mm x 10 to 20 mm size.

The size of modular bricks shall be 190 mm x 90 mm x 90 mm.

The size of conventional brick shall be 225 mm x 110 mm x 75 mm.

Only bricks of one standard size shall used on one work. The following tolerances shall

permitted in the conventional size adopted in a particular work:

Length : + 3 mm

Height : + 2 mm

The physical characteristic of bricks shall be as follows.

The minimum compressive strength of fly ash lime bricks shall not be less than 75 Kg/Sq.Cm.

and the test shall be conform to IS-3495 (Part-I):1992.

The average drying shrinkage of the brick when tested by the method described in IS 4139-

1989 being shall not exceed 0.15 percent.

The averages water absorption not more than 20 percentage by mass and the test shall

conform to IS-3495 (Part-3):1992.

M-9 MILD STEEL BARS :

9.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S. 432 ( Part-II ) 1966 and

shall be tested quality. It shall comply with relevant part of I.S.456-1978.

9.2 All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or loose of

thick rust at the time of placing.

9.3 For the purpose of payment the bar shall be measured correct upto 10 mm length and

weight payable worked out the rate specified below :

1. 6 mm 0.22 Kg./Rmt. 8. 20 mm 2.47 Kg./Rmt.

2. 8 mm 0.39 Kg./Rmt. 9. 22 mm 2.98 Kg./Rmt.

3. 10 mm 0.62 Kg./Rmt. 10. 25 mm 3.35 Kg./Rmt.

4. 12 mm 0.89 Kg./Rmt. 11. 28 mm 4.83 Kg./Rmt.

5. 14 mm 1.21 Kg./Rmt. 12. 32 mm 6.31 Kg./Rmt.

6. 16 mm 1.58 Kg./Rmt. 13. 36 mm 7.31 Kg./Rmt.

7. 18 mm 2.00 Kg./Rmt. 14. 40 mm 9.86 Kg./Rmt.

M-10 TMT FE-500 STEEL BARS FOR REINFORCEMENT :

10.1 Reinforcement bars shall conform to IS-432, IS-226 or IS-1786 and welded wire fabrics to

IS : 1566. Only TMT bars for reinforcement in RCC duct shall be used which shall be clean,

free from pitting, oil, grease, paint, loose mill scale, rust, dirty dust or any other such

substance that will destroy or reduce bond.

It permitted by the Engineer-in-charge reinforcement shall be done in accordance with IS-

2751 or IS-9147 as applicable.

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

10.2 Other provision and requirements shall conform to specification No. M-7 for mild steel

M-11 MILD STEEL BINDING WIRE :

11.1 The mild steel wire shall be of 1.63 mm or 1.22 mm (16 or 18 gauge) diameter and shall

conform to I.S. 280-1972.

11.2 The use of black wire will be permitted for binding reinforcement bars. It shall be free

from rust, oil paint grease, loose mill scale or any other undesirable coating which may

prevent adhesion of cement mortar.

M-12 STRUCTURAL STEEL :

12.1 All structural steel conform to I.S.226 - 1965. The steel shall be free from the defects

mentioned in I.S. 226-1975 and shall have a smooth finish. The material shall be free from

loose mill scale, rust pits or other defects affecting the strength and durability. Rivet bars

shall conform to I.S. 1148-1973.

12.2 When the steel is supplied by the contractor test certificate of the manufacturers shall be

obtained according to I.S. 226-1975 and other relevant Indian Standards.

M-13 SHUTTERING :

13.1 The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or

without steel lining or of steel plates stiffened by steel angles. The shuttering shall be

supported on battens and beams and props of vertical ballies properly cross braced

together so as to make the centering rigid. In places of bullie props, brick pillar of adequate

section built in mud mortar may be used.

13.2 The form work shall be sufficiently strong and shall have camber, so that it assumes

correct shape after deposition of the concrete and shall be able to resist forces caused by

vibration of live load of men working over it and other incidental loads associated with it.

The shuttering shall have smooth and even surface and its joints shall not permit leakage of

13.3 If at any stage of work during or after placing concrete in the structure, the form sags or

bulges out beyond the required shape of the structure, the concrete shall be removed and

work redone with fresh concrete and adequately rigid form work. The complete form work

shall be got inspected by and got approved from the Engineer-in-charge, before the

reinforcement bars are placed in position.

13.4 The props shall consist of bullies having 100 mm minimum diameter measured at mid

length and 80 mm at thin end and shall be placed as per design requirement. These shall

rest squarely on wooden sole plates 40 mm thick and minimum bearing area of 0.10 Sq.m.

laid on sufficiently hard base.

13.5 Double wedges shall further be provided between the sole plate and the wooden props

so as to facilitate tightening and easing of shuttering without jerking the concrete.

13.6 The timber used in shuttering shall not be so dry as to absorb water from concrete and

swell or bulge nor so wet to shrink after erection. The timber shall be properly sawn and

planned on the sides and the surface coming in contract with concrete. Wooden form work

with metal sheet lining or steel plates stiffened by steel angles shall be permitted.

13.7 As far as practicable, clamps shall be used to hold the forms together and use of nails and

spikes avoided.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

13.8 The surface of timber shuttering that would come in contact with concrete shall be well

wetted and coated with soap solution before the concreting is done. Alternatively coat of

raw linseed oil or oil of approved manufacture may be applied in place of soap solution. In

case of steel shuttering either soap solution or raw linseed oil shall be applied after

thoroughly cleaning the surface. Under no circumstances black or burnt oil shall be

13.9 The shuttering for beams and slabs shall have camber of 4 mm per meter (1 in 250) or as

directed by the Engineer-in-charge so as to offset of subsequent deflection for cantilevers

the camber at free end shall be 1/50 of the projected length or as directed by the Engineer

M-14 HARD DRAWN WIRE :

The Hard drawn steel wire should confirming to IS-432 (Part 2), Hard drawn steel wire shall be

manufacture and its chemical composition should be as per para 3.0. The finished wire should

be free from defects and finished in a workman like manner. Nominal sizes, Tolerances,

Physical requirements are as per IS : 432 (Part-II) latest edition. Hard drawn steel wire should

be tested as specified in IS : 432 (Part-II) latest edition.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads& Building Department / Water Resources

Department with the latest correction slips maybe referred. (only English version)

2. In the specification “as directed" /"approved" shall be taken to mean"as directed /

"approved" by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be taken

to mean as reference to the latest edition of the same of force on the date of agreement.

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence

of specific mention for a particulars point / aspect, the same in the relevant Indian

Standards shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length ,width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu.mts.

In recording dimensions of work, thesequence of length, width and height (Depth) or

thickness shall be followed. Other Units Measurement can be measured as per BOQ Items.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the itemof work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge /

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

site of the work.

13. Special modes of the construction not adopted ingeneral Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various

relevant Indian Standard) shall be taken to engrave the safety of men,materialsand

machineryon the work and also of the work itself.

16. Quantity may increase or decrease looking to the quantum of actual work for which no any

claim shall be entertained by A.M.C.

17. ContractorshallhavetoexecuteextraitemaspertermsandconditionsofAMCifrequired.

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge& as per the guidance of

AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency

to which work is awarded for execution.

20. The time limit shall be reckoned after 10 days from the date of issue of the written work

order to the contractor or actual possession of site. No time extension will be granted

under any circumstances.

21. In case of any ambiguity in specifications mentioned in this Bid, the interpretation given by

City Engineer of A.M.C. will be final and binding to the Contractor.

22. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

23. All taxes/duties chargeable by the Municipal Corporation/ Govt. will be payable by the

24. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. Thecontractor willbe responsiblefor all

the costswhere applicable of connection, meterinstallation, water consumed, water

requiredfor testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

25. Electricity : Electric supply will be made available at the site by the Corporation but the

contractor must make his own arrangements with the Corporation and Electricity Supply

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for

use of diesel operating sets etc. as the case may be.

26. Contactor shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

27. No advance such as machinery advance, mobilization advance or materials advance will be

28. Conditional Bid will not be accepted.

29. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

30. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

31. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the Bid items varies or the scope of work changes&

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the works gets delayed / postpones for some administrative / technical decision

32. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

33. All pages shall be signed by the bidder before submitting the bid.

34. Bid which do not fulfill all or any of conditions or are submitted incomplete in any respect

will be rejected. Municipal Commissioner reserves the rights to increase/decrease the

scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the Bids withoutassigning any

reason thereof.

35. 1% of the billed amount for work done this work shall be deducted from each running

account bills of the contracts in accordance with the provisions of the building and

otherconstruction workers welfare Cess Act 1996.(Govt. of Gujarat G.R.No. CWA-2004-841-

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

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Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

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Sr. No. Item Description Unit Quantity Rate Total

1 Drilling and Reaming of 300/250 mm dia. Pilot bore

by using bentonite powederfrom 0.00 to 130 mtrs. Rmt. 150 938.76

& 450mm dia reaming

2 chargesforElectrologgingfortubwell Job 1 15805.8

3 Charges for mud cutting disposabal by tanker day

to day from site without staging at site and Job 1 39514.5

4 SupplyofCement M

5 LabourchargesforCementSealing. Job 1 13752.93

6 SupplyofGrawellofselectedsize4.75mmto 8.00mm Cmt. 17 2102.36

7 Supply of Clay Balls having size of 25mm to 50mm Cmt. 8 778.15

8 Lowering of 90mm dia drop line to Devlop each

water bering Zone came across upto the depth of

tubwell (size 200/250/300 mm dia depth more than Mtr. 120 152.32

130mt.) for devlopment of

tubwellbyAircompressor.

9 900 CFM/200 PSI Air Compressor should run

minimum for six hrs or upto availabilty of sand LS 1 32691.82

10 150 mm Upvc casing pipes having min 7 mm wall

thickness with square edge finish conforming to IS

12818:2010 and ISI marked Rmt. 60 2336

WithThreadlength63mmsuitablesize

11 150mm Upvc casing 1.5mm to 2mm slotted

filteration stainer pipe having (Heavy) min 7mm

wall thickness with square edge finish conforming Rmt. 60 2439.97

to IS 12818:2010 and ISI marked

WithThreadlength63mmsuitablesize

12 Clamp made from M.S. plate with 3 holes on each

side with nuts & bolts of standerad make and

suitable to 150mm

diapipesize150mmX100mmX20mm.

13 Civil Chamber Work and V-Wire Filter 12" x 6" (As

per Drawing) No 1 125000

14 Site cleaning and mudpit making and final site

cleaning charges Job. 1 40000

15 Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

disposalofunserviceablematerialswithallleadand

lift.(ii)InCementMortar.(SORFORBuildingwork

ahmedabadcity-YEAR:-2023-24,ItemCode-20003B,

ItemNo. 20.11 p-140)

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

16 Demolition including stacking of serviceable materilas

anddisposalofunserviceablematerialswithallleadand

lift.(i)R.C.C.work(SORFORBuildingworkahmedabad cu.m 2 1047.38

city -YEAR:-2023-24 ,p-140)

17 Excavationforpipelinetrenchesforwatersupply,

sewerageline,manholeetc.all with shoring and struting

if required as per required gradient and line

includingsafetyprovisionsusingsiterailsandstacking

excavatedstuffincludinguptoall required lead cleaning

the site etc. complete for all lifts and strata as

specified.upto-1.5mtdepth(GWSSBSOR2022-23Sec-B

Item.no.1.A.1 pg.32 )

a (a)Fordepth0.0to1.5m Cmt 4 89

b (b)Fordepth1.5to3.0m Cmt 1 98

18 ConveyanceRATEPERUNIT FORSPECIALLEADUPTO5 KM

(A) Lime,murrum,building rubbish,earth,manureor

sludge&execavatedrockandrubbish2.Earth(3.2.1A) Cmt 5.53 100.44

Statement-5 (Ahemdabad Distric Road Building Bridge

SOR 2023-24) page E-F)

19 Manufacturing,testing,supplying,loading,transporting

to work site, unloading. RCC pipe in OPC Cement of

followingclasswithSocketandspigotjointsasperIS458 -

2021 includingEPDMRubberring asperIS5382-1985 Rmt. 5 755

etc. comp. As Directed by Engineering in charge. RCC

NP3Pipe300mm(GWSSBSOR2022-23,Sec.-1&2.A-

Material,ItemNo.10.1.E,PageNo.15)

20 ConstructingBombayPatternTypeCatchPit of size

mt. x 0.6 mt. depth upto 1 mt. including excavation,

cmsthickbrickmasonarywallintheProp.Of CM (1:6)

with 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cementplaster inside the

catch pit in the

proportionofCM(1:3)withoutjalietc.comp.

asdirected.(AMC,SOR,SOR-(Jan.2016)Ratesforwork of

Drainage / SWD pipe line

21 CatchPitJaliFixingP/FFRCcatchpitjali

withframe600mmx600mmclearopening

etc.comp.AsdirectedbyEngineerincharge(AMC No 2 1383.92

,SOR,SOR-(Jan.2016)RatesforworkofDrainage/ SWD

22 Providing and casting in situ C.C. in grade M-20

(proportionsaspermixdesignoraspertable9ofIS456

2000 in masses by weigh batching) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC

work,including scaffolding centering.formwork,

needle vibrated consolidation, curing completeup to

6meter depth or height (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure

other than water retaining Footing For Colunm or

Foundation(GWSSBSOR,2022-23,itemno-5,Pageno-

23 Makingconnectiontotheex.M.H.inrunningsewer incl.

Dewatering and other required machinery etc. of

followingdiapipesatanyconvenienttime.Alldamaged

work shall be well repaired as per instructions. etc.

complete.(AMC ,SOR,ARC-2015-16)

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

24 a)150mmdiato300mmdia No. 1 1339.28

25 Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc

comp.asdir.ForpavementI)LayingonSandbeddingas per

requirement to fix the C.C.Block /Paver Block / Smt 8 69.64

Nibhada Stone in Line & Level (AMC ,SOR,SOR - (Jan.

2016)RatesforworkofDrainage/SWDpipeline

26 Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanicallycompacted.Theworkofpavingblocksshall

be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by

onlyandcarting.Thefinishedsurfaceofthepaverblock

shall have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary.

Gravelorsuchtypeofmaterialsshallnotbeallowedfor

production. Laying on 5 cms thick sand bedding.

27 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

tippertosite,layinginuniformlayersinsub-base/base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

MoRTH clause 406.(AMC ,SOR,SOR - (Jan. 2016)

a (A)SupplyofWMM cmt 14 1022.08

b (B)Layingof WMM cmt 14 113.5

28 Supplying cutting, bending, binding and placing in

positionsteelasperplananddesignandasperISS2502

including cost of steel and binding wire for

reservoirs/structuresonlyincludingliftupto6mheight or

depthbelow G.L. for all diameters Do- deformed kg 19 77.5

(TMT)barsconfirmingtorelevantISFe-500grade

foralldiameters.(GWSSBSOR2022-23,Sec-C,Itemno-

9.4, Page No-45)

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 46 of