Civil Work and supply furniture material at Block B and C Ahmedabad Municipa Corporation Compound in Central Zone (ARC Tender)

Name of work: bæg Ítlu btk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt< bwsc rmrJj

Jfo fhJtlwk ftb. (yu.yth.me)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

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 Civil Work and supply furniture material at Block B and C

Ahmedabad Municipa Corporation Compound in Central Zone (ARC

2 Tender Amount Rs.1,999,116.32(exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

(Estimate put to Tender)

3 Tender fee Rs.1500.00

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

Tender Fee shall be submitted physically along with the Physical

4 Time Limit 12 Months (Excluding Moonsoon)

5 Download of Tender Complete bid documents can be downloaded with effect from

Documents Dt.31/03/2026 to Dt.07/04/2026 up to 18:00 Hrs. from the website

www.nprocure.com.

6 Required registration Register “E-1” class having "Building Work" in Building Works in PWD

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

Govt. or institutions.

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

register before submitting his Running Bill No.

7 Earnest Money Deposit Rs.19992.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

(1 % of Estimate put to

approved list of AMC of banks and the issuing branch of bank

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

for 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 mode.

Tender Documents

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

website before Date:-31/03/2026 up to 18.00 hrs. Each bidder

must upload the scanned copies of all the documents along with

the submission of online bidding. Tender Fee, EMD, technical bid

Ahmedabad Municipal Corporation

and other relevant PQ Documents as per check list given in tender

shall be submitted physically in two copies (Original & duplicate)

in sealed envelope on or before Date.31/03/2026 upto16.00 hrs.

(by hand Delivery/ Courier/ Speed Post/Registered)

10 Last date of online Date.31/03/2026 up to 18.00 hrs.

submission of tender

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

12 Opening of Technical bid Technical Bid will be opened on line on Dt.31/03/2026 at 17.00 hrs in

the office of Assistant Manager- Central Zone, 3rd Floor, B – Wing,

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

13 Tender validity period 120 days from the last date of submission of Tender. it should be valid

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

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

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

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

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

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

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

@4% per annum will be charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

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

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

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

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

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

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

and bound to bidder with out any condition.

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

any or all the tenders without assigning any reasons thereof.

Ahmedabad Municipal Corporation

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

signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall be considered non-

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtulbtk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt< bwsc rmJrj Jfo fhJtlwk 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

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

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

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

for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

received. I / We also understand & agree that Municipal Commissioner Reserves the right to allot number of tenders

to successful bidders at his sole discretion in case if I / We am/are lowest in more than one tender.

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

Ahmedabad Municipal Corporation

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

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

if any discrepancy found in such documents as well as in the executed Work with respect to Quality/Quantity at any

stage of work or even after completion of work, it will be solely my Responsibility. I am bound to prove originality of

all documents submitted by me and if any Documents found false/fake then Municipal Commissioner/AMC has right

to take any action/penalty/punishment against me.

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

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

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

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

Yours faithfully

Seal and Sign of Contractor

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

Ahmedabad Municipal Corporation

4.0 Qualification of the Bidder

4.1 Requires registration:- Register “E-1” class having 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

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

in proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

restricting competition.

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

manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

due date of opening.

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

• 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

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid. Employer will in no

case be responsible and liable for those costs.

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

with the site of Works and its surroundings including source of earth, water, road aggregates etc. and obtain

all information that may be necessary for preparing the Bid and entering into a contract for construction of

the Works. The costs of visiting the Site shall be at the Bidder's own expense.

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

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

• 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.

Ahmedabad Municipal Corporation

• 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

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

www.nprocure.com The prospective bidder shall refer to website to check any addendum before 24 hours of

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

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

Ahmedabad Municipal Corporation

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 Rupees.

15.0 Bid Validity

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

shall be rejected by the Employer as non-responsive.

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

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

responses shall be made in writing or by cable. A bidder may refuse the request without forfeiting his bid

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

required to extend the validity of his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

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

Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

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

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

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

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

when the successful bidder has furnished the required security deposit and signed the agreement.

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

furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

shall be of Ahmedabad City only.

Ahmedabad Municipal Corporation

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

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

sealed envelopes shall be sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

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

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

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

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

address specified in bid information not later than the date indicated on the face sheet of the document. In

the event of the specified date for the submission of bids declared a holiday for the Employer, the Bids will

be received up to the appointed time on the next working day. The Bidder is further required to submit

Documents in Physical Form on or before the Bid Due Date and before the time of submission as specified in

NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

the "Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not able to submit the

bid on account of failure in network/internet connection or any other technical reason.

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

respective Clause, in which case all rights and obligations of the Employer and the bidders previously subject

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

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

Ahmedabad Municipal Corporation

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

unopened to the bidder.

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

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 the Employer.

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

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

22.0 SECURITY DEPOSIT

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

security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the Contract Price valid for

the period of valid till 90 days beyond Date of completion of work. The Security Deposit shall be payable in

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Contract or any other contract or on any other account whatsoever may be deducted from Security Deposit.

Also in the event of the Contractor's Security Deposit being reduced by reasons of such deductions, as

aforesaid, the Contractor shall, within 14 days of receipt of notice of demand from the Engineer-in-Charge,

make good the deficit in Security Deposit.

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

as may have been furnished by the Contractor from time to time, are required to be extended/renewed, the

Ahmedabad Municipal Corporation

Contractor shall get the validity periods of such guarantees extended/renewed, and furnish these to the

Engineer-in- Charge one month before the expiry date of the aforesaid Guarantees originally furnished failing

which the existing Bank Guarantees shall be invoked by the Engineer – in – charge. Also in case of any deficit

in securities on any account as might occur or is noticed, the Contractor shall forthwith recoup/replace the

same with acceptable Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per contract are not

completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor after 45 days of

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

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

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

within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

25.0 LITIGATION HISTORY

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

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

Bidder and later on it comes to the knowledge of the Employer, the Bidder shall be disqualified for the

proposed work and other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

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

may result in disqualification for proposed work.

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

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

against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

or inadequacy of technical skills and experience, who is a member of the Contractor’s staff or his work force,

the Contractor shall ensure that the person leaves the Site within seven days and has no further connection

with the work in the Contract.

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

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

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

site layout plan indicating the location of various site facilities to be created by him at his cost for the

execution of work. The Owner shall in no way be responsible for any delay on this account and no claim on

this account whatsoever shall be entertained. All Basic amenities shall be provided by the Contractor to

Labours as per the prevailing labour Laws.

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

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

time in respect of, Safety of the works.

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

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

Ahmedabad Municipal Corporation

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

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

authority for the protection of the works or for the safety and convenience of the public or other.

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

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

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

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

and safety equipments shall be provided to them by the Contractor at his own cost and used at site.

6.0 Contractor to keep site clean:

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

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

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.

Ahmedabad Municipal Corporation

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

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 schedule B.

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-charge.

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

(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.

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.

Ahmedabad Municipal Corporation

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.

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

Ahmedabad Municipal Corporation

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

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

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

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

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

has a similar effect to any of these acts of event.

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

terminate the contract and expel the contractor from the site. However, in the case of sub-paragraphs (h),

the Employer may be notice terminate the contract immediately.

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

under the contract or otherwise.

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

Employer and these entities may then use any goods, contractor’s documents and other design documents

made by or on behalf of the contractor.

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

of the Contract.

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

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

the stoppage has not been authorized by the Engineer;

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

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

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

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

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

competing for or in the executing the Contract.

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

anything of value to influence the action of a public official in the procurement process or in contract

execution. “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive practice

among Bidders (prior to or after bid submission) designed to establish bid prices at artificial non-

competitive levels and to deprive the Borrower of the benefits of free and open competition.”

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

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

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

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

leave the Site as soon as reasonably possible and handover the site to the Employer including all materials

and plant and equipment existing there upon.

Ahmedabad Municipal Corporation

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 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

Ahmedabad Municipal Corporation

rectifying, removing or re-executing the work or in removing and replacing the materials or articles

(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

(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 situated.

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

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.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand

draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 is

available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works

& and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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 ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

btLg htFJtbtk ytJNu.

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

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

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

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

Ahmedabad Municipal Corporation

(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

r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl ftble 3% juFu zevtuÍex Che fhthvºt fhJtltu

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

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

btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

«btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm)

vulÕxe Jmwj fhJtbtk ytJNu.

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

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

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

(h) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 2 btm

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

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 12 btm

(11) y:- awfJKe:-

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

vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb Faoltu <&t

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

fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe

hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t

CtJ ylu >h ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw

fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK

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

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

Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl Nh<e

ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t

ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

Ahmedabad Municipal Corporation

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

<ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt

ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule

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

hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu

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

ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk.

bswhtultu rJbtu vK W<thJtu.

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

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

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

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

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

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

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

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

Ahmedabad Municipal Corporation

Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh

Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

dtuXJJtltu hnuNu.

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

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

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

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

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

ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

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

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

sJtc>the ftuLx[tfxhle hnuNu.

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

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

ftuLx[tfxhle hnuNu.

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

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

ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe

yuLSlehgh©elu hnuNu.

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

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

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

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

WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

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

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

îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

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

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

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

lwk vtjl fhJwk.

yufhthlwk Vtubo

Ahmedabad Municipal Corporation

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

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Tender fee Rs.1500.00 Opening Date :- 31.03.2026

Earnest money Rs.19992.00 Opening Time:-

Contractors Name Tender No.537

AHMEDABAD MUNICIPAL CORPORATION

CENTRAL ZONE - ENGG. DEPT.

Name of Work:- bægÍtulbtk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt< bwsc

rmrJj Jfo fhJtlwk ftb. (yu.yth.me)

Sr. Qty Items Rate Per Amount Rs.

1 15 Excavation for foundation up to1.5 m depth including 148.75 Cmt

sorting out and stacking of useful materials and

disposing of theexcavated stuff upto 50 Meter lead.

(A) Loose or soft soil (FOR ALL ITEMS EXECUTED

WITH MANUAL LABOUR) SOR-2021-22

2 10 Excavation for foundation up to1.5 to 3 m depth 158.4 Cu.M.

including sorting out and stacking of useful materials

and disposing of theexcavated stuff upto 50 Meter

lead. (A) Loose or soft soil (FOR ALL ITEMS

EXECUTED WITH MANUAL LABOUR) SOR-2021-

3 10 Excavation for foundation for depth from 1.5 m to 3.0 m 333.6 Cu.M

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

Hard Murrum (FOR ALL ITEMS EXECUTED WITH

MANUAL LABOUR) SOR-2021-22

4 5 Filling available excavated earth (excluding rock) in 90.85 Cmt

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

5 8 Filling in plinth with sand underfloors 336.34 Cmt

including watering ramming, consolidating and

dressing etc. complete.

6 8 Filling in foundation and plinth with murrum or selected 215.54 Cmt

soil in layers of 20 cm. thickness including

watering, ramming and consolidating etc.

Ahmedabad Municipal Corporation

7 3 Providing and laying cement concrete1:5:10 2159.3 Cmt

(1-Cement: 5- coarses sand and:10-hand broken

stone aggregates 40mm nominal size) and curing

complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

8 4 Providing and laying cement concrete1:4:8 2378.2 Cmt

(1-Cement: 4- coarses and:8-hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

9 5 Providing and laying cement concrete 1:3:6 (1-Cement : 2652.1 Cmt

3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth..

10 2 Providing and laying cement concrete 1:3:6 (1- 3419.9 Cmt

Cement:3-coarse sand:6-hand broken stone

aggregates 20mm nominal size) and curing complete

including cost of formwork in (A) wall

caps/coping (upto 10 ton)..

11 4 Providing and laying cement concrete work 1:2:4 3923.5 Cmt

((1-Cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost

of formwork and reinforcement. Foundations, footings,

base or columns and mass concrete

12 8 Providing and laying cement concrete work 1:2:4 4012.4 Cmt

((1-Cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost

of formwork and reinforcement. Slabs, landing, shelves,

balconies, lintels, beams, girders and cantilivers

upto floor two level

13 10 Providing and laying cement concrete work 1:2:4 3661.3 Cmt

((1-Cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost

of formwork and reinforcement. Independent piers,

columns, and pillars, upto floor two level

14 10 Brick work using common burnt clay building bricks 3981.2 Cmt

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

6 -fine sand)(B) Conventional

15 10 Extra for brick work in superstructure above plinth level 262.35 Cmt

upto floor two level (A) Modular

16 15 Extra for brick work in superstructure above plinth level 272.25 Cmt

upto floor two level (B) Conventional

17 10 Extra for brick work in superstructure above floor two 42.66 Per

level Item No. 1(6.12) (A) Modular Floor

Ahmedabad Municipal Corporation

18 8 Extra for brick work in superstructure above floor two 40.09 Per

level Item No. 1(6.12) (B) Conventional Floor

19 8 (ii) Half brick masonry in common brunt clay building 593.9 Smt

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse

sand ) in foundation and plinth (B) Conventional

20 8 Extra for brick work in superstructure above floor two 40.09 Smt

level Item No. 5 (B) Coventional

21 3 Providing and fixing 35 mm thick shutters for Doors, 3620.4 Smt

windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws.

(A) Indian teak wood. (i) Fully Panelled.

22 2 Providing and fixing 35 mm thick shutters for Doors, 2930.0 Smt

windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws.

(A) Indian teak wood. (ii) Fully Glazed.

23 2 Providing and fixing 35 mm thick shutters for Doors, 3275.2 Smt

windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws.

(A) Indian teak wood. (iii) Partly panelled and partly

24 5 Providing and fixing 35 mm thick panelled, glazed 3459.0 Smt

or panelled and glazed shutters for Doors windows and

clear story windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (A) Plywood sheet panels.

25 5 Providing and fixing 35 mm thick panelled, glazed 3464.5 Smt

or panelled and glazed shutters for Doors windows and

clear story windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (B) Particle board panels

26 6 Providing and fixing 35 mm thick panelled, glazed 3433.6 Smt

or panelled and glazed shutters for Doors windows and

clear story windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (C)Hard board panels.

27 10 Providing and fixing 35 mm thick panelled, glazed 3406.5 Smt

or panelled and glazed shutters for Doors windows and

clear story windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (D)Asbestos sheet panels.

28 8 Providing and fixing 25 mm thick shutters for cup 2436 Smt

boards etc. including black enamelled M.S. butt

hinges with necessary screws.(A) Indian teak wood.

(i) Fully Panelled. (upto 10 ton)

Providing and fixing 25 mm thick shutters for cupboards 1904.7 Smt

29 10 etc. including anodised alluminium

Ahmedabad Municipal Corporation

30 15 Providing and fixing 25 mm thick shutters for cupboards 2170.3 Smt

etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak wood.

(ii) Partly panelled and partly

31 30 Providing and fixing plain asbestos cement sheet 6 224 Smt

mm thick in partitions including fixing to fames

with screws etc, complete with 50 mm x 12 mm

Deodar wood beading (Frames to be paid

separately) (upto 10 ton)

32 10 Providing and fixing in partitions 4 mm thick medium 328 Smt

hard board of approved quality including fixing to

fames with screws etc complete with 50 mm x

mm teak wood beading (Frames to be paid

separately) (upto 10 ton)

33 9 25 mm thick wooden shelves supported on 40 x 1360 Smt

40 mm x 6 mm T or L iron brackets fixed at

suitable distances but not exceeding 75 cm.

apart with Mango wood or equivalent quality. (upto

34 8 40 mm thick wooden shelves supported on 40 x 1810 Smt

40mm x 6 mm T or L iron brackets fixed at suitable

distances not exceeding 75cm. Apart with

Mango wood or equivalent quality. (upto 10 ton)

35 12 Providing and fixing M.S. grills of required pattern to 100.17 kg

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws (A)

Plain Grill. based on Ahmedabad city SOR 23-24 item

36 10 Providing and fixing M.S. grills of required pattern to 143.64 kg

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL based on Ahmedabad city

SOR 23-24 item no-10025BA

37 9 Providing and fixing glazed louvered glass 3872 Smt

windows and ventilators with teak wood frame

cm.x7 cm. size including 3 coats of oil painting to

wood work etc.complete.with wooden louvers plank

12mm thick (upto 10 ton)

38 8 Providing and fixing 35 mm thick shutters for Doors, 4026.1 Smt

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Ahmedabad Municipal Corporation

39 10 Providing and fixing 35 mm thick shutters for Doors, 4821.1 Smt

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and

fastenings including primer coat of approved quality and

two coats of oil painting etc, complete.(ii) Fully

40 8 Providing and fixing 35 mm thick shutters for Doors, 4423.6 Smt

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat

of approved quality and two coats of oil painting etc,

complete. (iii) Partly panelled and partly glazed.

41 10 Providing and fixing 30 mm thick FACTORY 1632 Smt

MADE SOLID PANEL PVC DOOR SHUTTER

consisting of frame made out of M.S.tubes of 19 gauge

thickness and size of 19 mm x 19 mm for stiles and

mm x 15 mm for to p and bottom rails.M.S. frames hall

have a coat of steel primers of approved make and

manufacture, M.S. frames hall be covered with 5 mm

thick heat moulded PVC ‘C’ channel of size 30 x

mm formings tiles, and 5 mm thick 75 mm wide PVC

sheets for to prail, lock rail and bottom rail on either side,

and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC

sheet as gap insert for to p rail and bottom rail,

Panelling of 5 stiles and rails with 30 mm wide x 5 mm

thick PVC sheet beading on eighter side, and

joined together with solventcement adhesive,. An

additional 5 mm thick PVC strip of 20 mm width is to be

stculkon the interiors ide of the ‘c’ channel using

PVC solventcement adhesive etc. complete as

per direction of Engineer incharge, manufacture’s

specification and drawing.

42 10 Providing and fixing in position collapsible steel 3594.1 Sq.M.

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 x6 mm size with top

and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia

steel pulleys complete with bolts, units, locking

arrangements, stoppers, handles, including a

priming coat of red lead paint & approved make.

43 8 Providing and fixing 1 mm thick M.S. sheet sliding 2625 Sqm

shutters with frame and diagonal braces of

40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at

Junctions and corners 25 mm dia. pulley,

40x40x6 mm angle and T-iron huide rail at top

and bottom respactively with handles, stoppers and

locking agangement etc, including applying a

priming coat of red lead paint. (upto 10 ton)

Ahmedabad Municipal Corporation

44 5 Providing and fixing rolling shutters of approved make 2975.7 Sqm

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

designed pipe shaft with bracket plates, guide

channels and arragements for inside and out side

locking with push-pull operation including the

cost of hood cover and spring etc. complete.

(A) Shutters having width below 3.5 M.

45 3 Providing and fixing rolling shutters of approved make 3316.9 Smt

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

designed pipe shaft with bracket plates, guide

channels and arragements for inside and out side

locking with push-pull operation including the

cost of hood cover and spring etc. complete.

(A) Shutters having 3.5 M. & Above

46 4 Providing and Fixing Full height Alluminium Partition 3000 Smt

made from anodized alluminium section 63 x 38 x 2 mm

including providing 8 mm thick prelaminated board upto

3' height from the bottom and from 3' to 7' height and

above 7' height providing and fixed g

47 4 Providing & Fixing in position Alluminium doors 2900 Smt

with frame using approved quality anodised

extruded alluminium section as approved by

Engg.in charge(Jindal alluminium) (a) Frame

sections 101.6x44.45 mm (b) Shutter bottom vertical

& top section 83.5x44.45 (wt.1.31 kg/mt.)(at

kg/mt) (c) Shutter bottom section at 114.3x44.45

mm at (1.37kg/mt) Shutter middle section at 100x44.3

wt.(1.37 kg/mt) incl.providing & installing 5 mm

thick approved color Acrylic sheet of standard

quality fixed with glazing chips on upper pannel &

Laminated sheet on lower pannel (wtt.0.13

kg/Rmt) etc.comp.as direction of engg.in

48 8 Providing and fixing extruded aluminum window having 2500.6 Sq. M.

extruded aluminum Colour Powder Coated section frame

main outer size 127mm x 38.10mm x 1.35mm ,@

Wt.1.384 Kg/mt,horizontal Four track member size

Kg/mt,vertical member of size 122.20mm x 31.75mm x

1.50mm ,@ Wt. 1.398 Kg/mt with sliding hutters of

horizontal member size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt,vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm

thick transparent bronze colour tinted float glass with

powder coated aluminum

fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Ahmedabad Municipal Corporation

49 10 Providing & Fixing in position Alluminium vents 1950 Sq. M.

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Approved

Rate)Frame section of 63.50 x 38.50 mm. (wt.

0.68Kg/Rmt) incl. Providing & Installing 5 mmthick

approved color Acrylic sheet of standard quality

50 5 Providing and fixing standared extruded of 1373.4 Sq. M.

alluminium section of size 63 mmx38.10 mmx1.2

mm (Jindal Section:2434, @ Wt.0.643 Kg/mt) with

colour anodized alluminium frame for ventilation

with 5 mm thick frosted glass as details etc complete

for Ventilation

51 4 Providing and fixing standared extruded of alluminium 2141.8 Sq.M.

section of size 63.50 x 38.10 x 1.95

mm,@ Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with 5 mm thick transparent bronze

colour tinted float glass as details etc complete for Fix

52 10 Providing and laying 40 mm thick marble chips 515 Sqm

flooring rubbed and polished (I.E.terrazo) to granolithic

finish with under layer 30 mm thick cement

concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded

stone aggregate 10 mm and down gauge) and to

player 10 mm thick with white, black or white and blak

marble cihps of required sizes from 1 mm to 4 mm

nominal size laid in cement marble powder mix 3:1 (3-

Cement:1-Marble powder by weight) in

proportion of 4:7 (4- Cement: 7-marble chips

by volume) (C) Medium Shade pigment with

approx 50% white cement and 50% ordinary cement

(In top layer only) (upto 10 ton)

53 25 Providing and laying marble chips skirting (Terrazo) 579.6 Sqm

or dedo rubbed, and polished to Granolithic finish to

player 6 mm white, black or white and black marble

chips of size from smallest to 4 mm nominal size

laid in cement marble powder mix 3:1 (3-Cement:

1 marble powder by weight) in proportion of 4:7 (4-

cement marble powder mix: 7-marble chips by volume)

(B) Light shade pigment with white cement (In top layer

54 10 Providing and laying white glazed tiles 6mm thick in 726.6 Sq.M.

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand

) finishing with flush pointing in white cement.

55 8 Providing and laying Ceramic tiles 6 mm thick in 696.15 Sq.M.

flooring treads of steps and landing laid on a bed of

mm thick cement mortar 1:3 (1- cement :3-coarses and)

finishing with flush pointing in white cement. (upto

Ahmedabad Municipal Corporation

56 10 Providing & Fixing 20 mm thick Mirror Polished 4304 No.

Decorative Granite Board with Computerised Golden

Letters Discription as per instructions of

engg. in charge to M.S. frame structure for

Inaugaration & Public Handover Function (N.S.)

57 15 Providing and laying Vitrified tiles 8 to 10 mm thick, 1321.9 Sq.M.

36''x36'' in flooring treads of steps and landing laid on a

bed of 12 mm thick cement mortar 1:3 (1-

cement:3-coarses and) finishing with flush pointing

inwhite cement. (upto 10 ton)

58 5 Providing and laying Vitrified tiles 8 to 10 mm thick, 819 Sqm

24''x24'' in skrting risers of steps and dedo on 10 mm

thick cement plaster 1:3 (1- cement: 3-coarse

sand) and jointed with white cement slurry (upto

59 2 Providing and laying Vitrified tiles 8 to 10 mm thick, in 1326.1 Sqm

skrting risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement:3- coarse sand) and

jointed with white cement slurry (upto 10 ton)

60 8 Providing and laying 24" x 24" vitrified Tiles 8 1527 Sq. M.

to 10 mm th. Double Charged gloosy/ Matt of

Approved make as approved by Adl.C.E. /

consultants in flooring over 20 mm thick cement

mortar 1:6 (1 cement : 6 coarse sand)on new

surface& jointed with colour cement slurry incl

with flush pointing & cleaning the surface etc. comp.

61 5 Providing and laying 24" x 24" vitrified 8 to 10 165 Rmt

mm th.Double Charged Gloosy / Matt tiles of

Approved make as Approved by Adl.C.E. /

Consultants for upto 10 cm high skirting as approved

by Engineer in charge over 10 mm thick cement

mortar 1:6 (1 cement : 6 coarse sand)on new surface&

jointed with colour cement slurry incl with flush

pointing & cleaning the surface etc. comp.

62 10 Providing and laying polished Kota stone slab flooring 807.45 Sq.M.

over 20 mm (Average) thick base of cement mortar

1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-

Lime putty:1.5-coarses and) laid over and jointed

with grey cement slurry mixed with pigment to match

the shade of slab including rubbing and polishing

etc. complete. (A) 25 mm thick (upto 10 ton)

63 4 Providing and laying marble stone slab flooring over 1752.4 Sq.M.

20mm (average)base of cement mortar 1:6 (1-cement : 6

coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse

sand) laid and jointed with gray cement slurry including

rubbing and polishing complete. (A) Marble slab 25mm

Ahmedabad Municipal Corporation

64 8 Providing and laying polished Kota stone slab flooring 867.3 Sq.M.

over 20 mm (Average) thick base of cement mortar

1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over

and jointed with grey cement slurry including

rubbing and polishing etc.complete. (B) 30 mm

thick (upto 10 ton)

65 15 Providing and laying polished kota stone slab 25 mm 932.4 Sq.M.

thick in risers of steps, skirting Dedo and pillars laid on

10 mm thick cement mortar 1:3 (1-Cement :3 coarses

and) and jointed with gray cement slury mixed

with pigment to match the shade of slab including

rubbing and polishing etc.complete. (upto 10 ton)

66 10 Providing and laying cement concrete flooring 198.45 Sq.M.

1:2:4 (1-cement: 2-coarses and:4-graded stone

aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (A)

40mm thick. (upto 10 ton)

67 4 Providing and laying cement concrete flooring 232.05 Sq.M.

1:2:4 (1-cement: 2-coarse sand:4-graded stone

aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B)

50mm thick. (upto 10 ton)

68 10 Providing and fixing pre-cast concrete kerb 327.17 Rmt

stone of gray cement based concrete block 30 cm

length, 30 cm height and 15 cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level, filling the

joint with C:M 1:3 (1 cement :3 fine sand) etc

complete. (upto 10 ton)

69 4 Providing and fixing pre-cast Rubber Dye / steel Dye 733.18 Smt

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

70 5 Providing and laying broken china mosaic flooring for 502.95 Sqm

terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme out upto

surface using white cement including rounding

off junctions and extending them up to15 cm along

the wall, clearing with water and oxalic acid

etc.asdirected.

71 7 Providing and laying coloured glazed tiles of 951.3 Sqm

the size 300 mmx200 mmx8 mm/300 mmx450

mmx8 mm in skirting, risers of steps and dedo

on 10 mm. thick cement plaster 1:3 (1cement:

coarse sand) & jointed with white cement slurry.

Ahmedabad Municipal Corporation

72 5 Providing corrugated G.I. sheet of class-3 roofing 793.1 Sqm

fixed with glavanished iron J or L Hooks, Bolts

and nuts 8 mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead

complete excluding the cost of purlins, Rafters and

Trusses. (1) 0.80 mm thick sheet.(up to10 ton)

73 8 Providing ridges or hips 600 mm over allin plain 493.5 Sqm

G.I. sheet class-3 fixed with G.I. J or L Hooks and

nuts 8 mm dia G.I. Limpet and bitumen washer

74 10 Providing and fixing 150 mm wide 450 mm over all 435.75 Sqm

semi circular plain G.I.sheet class-3 gutter with Iron

brackets 40 mmx3 mm size Bolts, Nuts, washers

etc. including making necessary connection with rain

water pipes. (i) 0.80 mm thick

75 8 Providing and fixing five courses water profing 329.7 Sqm

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for

each course and first course with fibre base

bitunen saturated under lay type land third course with

fibre base self finished felt type 2 grade 1 and fifth

and final course of stone grit 6 mm and down size or

pea sizes gravel spread at

Cu.Metre/Sq.metre preparation of surface excluding

grading complete. (upto 10 ton) including

76 12 Providing and fixing on wall face C.I. Rain water pipe 192.15 Rmt

including filling the joints with spun yarn soaked in neat

cement slurry and cement mortar 1:2(1- Cement :

2-fine sand) (A) 75 mm dia.

77 15 Providing 15 mm thick cement plaster in single 116.55 Sqm

coat on Rough (Similar) side of single or half brick

walls for interior plastering up to floor two level and

finished even and smooth in (i) Cement mortar 1:3

(1-cement :3-sand)

78 15 Providing 20mm thick sand faced cement plaster on 198.45 Sqm

walls upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete.

79 18 Colour washing with lime on wall surface (two 8.19 Sqm

coats) over and including a primary coat of white

washing to give an even shade after through brooming

the surface to remove all dirt, dust, mortar drops

and other foreigh matter.

80 20 Removing dry or oil bound distemper by a 7.46 Sqm

washing and scraping and sand papering the wall

surface smooth including necessary repairs to

scratches complete.

Ahmedabad Municipal Corporation

81 8 Distempering with dry distemper of approved brand and 31.29 Sqm

manufacture (two coats) and of required shade on

wall surfaces of given an even shade, over and

including a priming coat of whiting after

thoroughly brooming the surface free from mortar

dropping and other foreign matter.

82 15 Distempeing (Two coats) with oil bound distemper 50.72 Sqm

of approved brand and manufacture and of

required shade on wall surfaces to give an even

shade, over and including a priming coat with

distemper primer of approved brand and

manufacture after thoroughly brushing the surface

free from mortar dropping and other foreign

matter and also including preparing the surface

even and sand papered smooth.

83 15 Extra Coat for Above Item over above for 20.06 Sqm

every subsequent coat of approved brand and

84 15 Wall painting (two coats) with plastic emulsion 52.29 Sqm

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

papered smooth.

85 15 Extra over item for every sub sequent coat of wall 22.26 Sqm

painting with plastic emulsion paint of approved brand

86 15 Extra over item for painting with plastic emulsion paint 3.57 smt

of approved brand on ceilings and sloping roofs.

87 25 Applying priming coat over new steel and other 22.89 Sqm

metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt and

other foreign matter and scoured with brushes fine

steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

88 15 Painting two coats (excluding priming coat) on 57.96 Sqm

new steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleaning

the surface of all dirt, dust and other foreign matter.

89 15 Painting one coats (excluding priming coat) on 34.5 Sqm

previously painted steel and other metal surface with

enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and

other foreign matter.

90 5 Extra over item for every sub sequent coat of paint. 33.6 Sqm

91 8 Painting two coats (excluding priming coat) on 47.36 Sqm

new steel and other metal surface with synthetic

enamel paint, brushing to give an even shade

including cleaning the surfaceofalldirt,dust and other

foreign matter.

Ahmedabad Municipal Corporation

92 8 Painting one coats (excluding priming coat) on 29.19 Sqm

previously printed steel and other metal surface with

synthetic enamel paint, brushing to give an even

shade including cleaning the surface of all dirt, dust and

other foreign matter.

93 15 Extra over Above item for every sub sequent coat of 28.98 Sqm

94 30 Painting two coats (excluding priming coat) on 13.44 Sqm

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even

shade including cleaning of all dirt, dustand other foreign

matter.(75 mm dia)

95 30 Painting two coats (excluding priming coat) on 16.7 Sqm

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even

shade including cleaning of all dirt, dust and other

foreign matter.(100 mm dia)

96 25 Painting two coats (excluding priming coat) on 26.78 Sqm

new wood and wood based surface with enamel

paint, interior to give an even shade including

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping. (a) Ready

97 70 Painting one coats (excluding priming coat) on 26.78 Sqm

previously painted wood and wood based surface

with enamel paint, to give an even shade including

cleaning the of all dirt, dust and other foreign matter.(b)

Ready mixed paintbrushing priming for enamel

98 25 Extra over Above item for every sub sequent coat of 24.26 Sqm

99 100 Painting two coats (excluding priming coat) on 58.07 Sqm

new wood and wood based surface with ready

mixed paint, brushing, oil, gloss, semi gloss to give

and even shade including cleaning of all dust, dirt and

other foreign matters and papering and stopping.

100 10 Finishing wall with weather proof exterior emulsion 75.6 Sqm

paint on wall surface (two coats) to give an

required shape even shade after thoroughly brushing

the surface to remove all dirt, and remains of loose

powdered materials.etc complete

101 200 Applying two coats of Birla (white cement based) 47.41 Sqm

or Asian (acryliclapy-putty) or equivalent & two

coats of primer of approved brand and manufacture

on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

Ahmedabad Municipal Corporation

102 60 Painting two coats (excluding priming coat) on 58.07 Sq.M.

new wood and wood based surface with enamel

paint, interior to give an even shade including

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping.

103 50 Writing letter or figures on any surface with 2.1 per

black japan paint (stops, comas, hyphens and the letter

like not to be measured and paid for separately) per

(i) Block (Letters/Figures) (Per 10 Letter pet CM.HT) Cm/Ht

104 50 Extra over items for using thick white paint instead 0.08 per

of black japan paint. (i)Block (Letters/Figures) letter

105 100 Writing letter or figures on any surface with 0.08 per

black japan paint (stops, comas, hyphens and the letter

like not to be measured and paid for separately) per

(ii) Indian(Letters/Figures) Cm/Ht

106 45 Extra over items for using thick white paint instead 0.08 per

of black japan paint. (ii) Indian (Letters/Figures) letter

107 2 Demolition including stacking of serviceable 698.25 Cu.M.

materilas and disposal of unserviceable materials with

all lead and lift. (i) R.C.C. work

108 10 Demolition of Brick work and stone masonry including 363.3 Cu.M.

stacking of serviceable materil as and disposalof

unserviceable materials with all lead and lift.(ii) In

109 5 Dismentaling tiled of stone floors laid in mortar 31.5 Sqm

including stacking of serviceable materil as and disposal

of unserviceable materials with all lead and lift.

110 5 Dismentaling of sheet roofing including ridges, 31.5 Sqm

Hips, Valleys, Gutters etc. stacking of serviceable

materil as and disposal of unserviceable

materials with all lead and lift.(i) G.I.sheet roofing.

111 10 Dismentling steel work including distempering and 2.42 Kg.

stacking the materials with all lead and lift.

112 20 Dismentling doors, windows, ventilators etc. 123.9 Each

(wood or steel) shutters including chowkhats

architraves, hold fasts and other attachment etc.

complete and stacking the material within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

113 10 Dismentling doors, windows, ventilators etc. 165.9 Each

(wood or steel) shutters including chowkhats

architraves,hold fasts and other attachment etc.

complete and stacking the material with in all lead

and lift.(ii) Exceeding 3 Sq.M.in area.

Ahmedabad Municipal Corporation

114 10 Dismentling barbed wire in fencing including making 44.1 Rmt

rolls and also including dismentling fencing posts

including all earth work concrete in base and making

good the disturbed ground stacking useful materials

as directed and disposing as directed and

disposing of the unserviceable materials with all

115 10 Dismentling C.I. pipes G.S.W. pipes abd A.C. 49.35 Rmt

rain water pipes with fittings and clamps including

stacking the materials with all lead and lift (for any dia,

116 2 Dismantling santtary fittings like wash basin . W.C. 267.75 Each

pan Indian and Europe an type, flushing tank etc.

including stacking the materials with all lead and lift

117 10 Scraping oil paint from steel and other metal surface 32.55 Smt

and making the surface even (with Hand

118 2 Removing and scraping of old deteriorated 12.92 Smt

plaster of any thickness from wall / R.C.C

member including stacking of serviceable material

and disposal of unserviceable from site of work with

all lead and lift

119 4 Cutting out cracks of roof terrace to V-section, 41 Rmt

cleaning out, wetting, grouting with cement and

sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)

120 4 Cutting out cracks roof terrace to V-Section cleaning 43.05 Rmt

out and filling solidly with a hot mixture of

bitumen and clean dry sand (1:1 by weight) (up to

121 3 Providing & Fixing in position Fully Panelled / Partly 4583 Sq.M.

Panelled Partly Glazed / Fully Glazed Alluminium

doors with frame using approved quality anodised

extruded alluminium section as approved by Engg. In

charge.(Jindal alluminium )(a) Frame sections

101.6x44.45 mm b) Shutter vertical & top section

Shutter bottom section at 114.3 x44.45mm at (

kg/mt ) Shutter middle section at 100x44.3 wt. (1.37

kg/mt ) incl. providing & installing 5 mm thick

Glass of standaed quality fixed / 12 mm thick

Laminated sheet with glazing chips (wt. 0.13 kg/

Rmt) in panels etc. comp. as per Detail Given &

direction of engg.in charge.

122 4 Providing & Fixing in position Alluminium 4518 Sq. M.

window 2/3/4 track sliding / fix type with frame

using approved anodised extruded alluminium

section as approved by Engg. In

charge.(Jindal alluminium) units equivalent.

including P/F installing 5 mm thick clear/tinted Glass

of standard quality etc.comp.

Ahmedabad Municipal Corporation

123 5 Providing & Fixing in position Alluminium vents 4218 Sq. M.

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Frame

section of 63.50 x 38.50 mm. (wt.0.68 Kg/Rmt)

incl. Providing & Installing 5 mm thick Glass of

standard quality etc. comp.

124 4 Providing and fixing of Ridge flashing for roof 458.85 Sqm

panel shall be made out of 0.5 mm thick pre

coated GI sheet. The Pre coatedsheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

120 gsm as per IS:277:1992, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat

15-18 micron. The PP GI Sheet shall have plastic

protective guard film of minimum 25 microns to

avoid scratches during transportation. The ridge shall

be fixed to the steel members by poprivetor self

drilling/self stitching fastners @ maximum 450mm

c/c along length of capping/flashing etc complete .

125 5 Supplying and fixing vinyl flooring over the surface 963 Smt

having 1-2 mm thickness as per directed by

engineer incharge etc as completed (N.S.)

126 5 Providing and laying 15mm bamboza wooden 2690 Smt

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per

Detail specifications and directed by the project

consultants. (N.S.) Approved Rate )

127 5 Providing and fixing 1.20 Metre high fencing with 320.25 Rmt

2.0 Metre long M.S. Angle posts 40 mm x 40 mm x

mm and oil painting 3 coats fixed at 2.5 Mt, C/c.

with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per

100 Metre, strained and fixed to posts with G.I,

staples including fixing the posts in ground with

M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc

128 5 Renovation and Repairing work in Chainlink fencing 735 Rmt.

any size and also refixing work incl. febrication

work with all materails to be painted one coat

of primer and twocoats of paint as directed inline and

129 5 Constructing a sink (chowkedi) with C.C. 1:2:4, 12 1521.4 Rmt

cm. thick over B.B. masonry in C.M, (1:6) in front and

dwarf wall 1.0 Mt. high and 23 cm. thick cement

plaster to masonry / in C.M.1:3) and cement concrete

flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

Ahmedabad Municipal Corporation

130 5 Constructing a cooking platform 60 cm. width and 70 622.65 Rmt

cm high resting on B.B. Masonry walls 23 cm. thick in

C.M. (1:6) with (i) Fixing or precast R.C.C.

1:2:4) 8 cm. thick slab with marble chips set in C.M.

(1:6) (6 mm thick terrazo) with plastering on

exposed faces walls in C.M. (1:4) etc complete.

131 8 P/A Tremix with dewartering machine and 54 Sq.M.

floater machine on constructed CC work for finishing

the surface as per requirement. The rate including

all machinaries, labor, loading, unloading,

transportaion etc complete as per direction given by

engineer incharge.

132 5 Carring out timber treatment to all wood work 36.65 Smt

including drilling holes and spraying oil based

chemical solution on surface of timber work for termite

control including labour and material etc. complete.

Using Chlordene 20 EC. As Per 6113_part III

Consentration Weight1.00 percent is recommended one

litre chemical emulsion dillute with 9 liter of

kerosene precent concentration. Total dillute

concrentration will be 10 litre inclusive of the

litre chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood surface.

133 10 Applying general insecticide pest control treatment 61.43 Smt

to floors, cup boards etc including labour

material etc. complete. Using Heptachloride

EC. As Per 6113_pests Consentration Weight

percentis recommended one litre chemical emulsion

dillute with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre

chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

134 4 Carring out plinth treatment to post construction / 69.93 Smt

existing structure by spraying chemical solution for

termite control treatment including labour and

material consist ment with I.S. specification.

Using Chlordene and Chior purfiles 20 EC. As

Per 6131_paret-II Consentration Weight on percentis

recommended i.e one litre 20 EC chemical emulsion

with 19 liter give 1% concrentration inclusive of one

litre chemical emulsion appication attherate of

Litre chemical / Sqm of surface is recommended as

Ahmedabad Municipal Corporation

135 8 Carrying out wall treatment for termite control 24.89 Smt

including spraying with chemical solution in oil base

(0.5 Lit./Sq.M.) including labour and material

Using Hepachlor concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

percentis recommended i.e one litre chemical

emulsion dillute with 39 liter go fIS concrentration

total dillite concentration will be 40 litre inclusive of

one litre chemical emulsion appication at the rate of

7.5 Litre chemical / Sqm of surface is recommended as

136 1000 Providing erecting and fixing double coated 4.61 Litre

Syntex PVC.(ISI) water tank of required capacity

each with all necessary fittings and connection etc.

complete on terrace.

137 8 Providing and fixing cast iron (Spun) Nahni trap 600.08 Each

of the following nominal diameter of self cleaning

design with C.I. screaed down or higned grating

including cost of cutting and making good the walls

and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.

138 5 Providing and fixing water closet squatting Pan 926.1 Each

(Indian type W.C.Pan) size 580 mm (Earth work,

bed concrete, foot rest and trap to be measured and

paid for separately) (A) Vitreous China. (I)Long

pattern = White colour

139 10 Provdg. & fixing wall mounted White / Color 4250 No.

Vitreous China European water closet with

integral P trap of "Cera" - Clair Series or

equivalent incl. seat cover , Chair Bracket etc.

complete as per direction of engg. In charge.(N.S.)

140 4 Providing and fixing wsh down water closet 1290.8 Each

(Europe an type, W.C.Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement

Mortar1:1 (1- Cement:1-fine sand) (Seal and cover

to be measured and paid forseparately) (A) vitreous

China Pattern :(i) in white colour

141 5 Provdg. & Fixing Flat Back Large Urinal of White/ 1850 No.

colour of "Cera" or " Hindware" incl. C.P. Brass waste

coupline , waste pipe, pvcconnection etc.

Complete.( size 635 x395x420 mm )

142 5 Providing & Fixing Angle cock of " Ess Ess" - 675 No.

Trend series or equivalent standard make as

approved by engg. in charge all complete. (N.S.)

143 4 Providing and fixing 100 mm size P or S trap for 311.85 Each

water closet squatting pan including jointing the trap

with the pan and soil pipe in cement Mortar1:1 (1-

Cement : 1-Fine sand)(A) Vitreous China.Pattern in

Ahmedabad Municipal Corporation

144 5 Providing and fixing wash basin with single hole for 1400.1 Each

pillar tap with C.I.or M.S. brackets painted white

including sutting holes and making good the same

but excluding fittings. (A) Vitreous China: (ii) Flat

Back wash basin 550 mm x v 400 mm size.(i) In white

145 5 Providing and fixing Kitchen sink with C.I. or M.S. 2257.6 Each

brackets, painted white including cutting holes in

walls and making good the same but excluding

fittings. © Vitreous China Sink. (i) 600 mm x 450 mmx

146 5 Providing and fixing 600 mm x 450 mm bevelled 825.48 Each

edge mirrror of superior glass mounted on 6 mm

thick A.C. sheet or ply wood sheet and fixing to

wooden pluge with C.P. brass screws and washers.

147 2 Providing and fixing chromium plated brass halftrun 261.16 No.

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.(1) 25 mm dia.

148 2 Provdg. & fixing White / Color Vitreous china 2950 No.

Counter wash basin with signle hole for pillar tap of

"Cera " - Concord series of 550 x425 mm size to be

fiited in stone counter with necessary brackets

painted white incl. cutting holes and making good

the same .Cost Includes P/F C.P. brass waste

coupline, 32 mm dia fisher union ,15 mm dia. Pillar

cock & Angle cock of " Ess Ess"- Trend series

mm dia. Waste pipe etc. complete as per dir. of

engg. in charge.

149 2 Providing and fixing washbasin with single holefor pillar 1400.1 No

tap with C.I. or M.S. brackets painted white including

sutting holes and making goodthe same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v400mm size. (i) In white colour.

150 2 Providing & Fixing S.S.304 Grade Sink of Nirali 4650 No.

/ Krishna or Equivalent Make for Kitchen

Platform of size : 24":x18" as per Direction of engg.

151 2 Providing and fixing C.P. brass towel rail comlete 597.22 Each

with C.P.brass brackets fixed to wooden plugs with

C.P. brass scews.(B) 600mm x 20mm size.

152 6 Providing and fixing 600 mmx120 mm glass shelf 561.03 Each

with C.P. brass bracket and guard rail complete

mixed to wooden plug with C.P.brass screws.

153 4 Providing and fixing screw down bib taps of following 184.98 Each

size. (A) Brass screw down bib tap polished

bright. (i) 15mm dia.

154 10 Providing and fixing screw down bib taps of following 212.68 Each

size. (A) Brass screw down bib tap polished

bright. (ii) 20mm dia.

Ahmedabad Municipal Corporation

155 8 Providing and fixing screw down bib taps of following 184.98 Each

size. (B) Brass chromium plated screws down Bib Tap.

156 6 Providing and fixing screw down bib taps of following 212.68 Each

size. (B) Brass chromium plated screws down Bib Tap.

157 8 Providing and fixing screw down bib taps of 157.29 Each

following size. © Gun metal screw down bib tap. (i)

158 10 Providing and fixing screw down bib taps of 176.09 Each

following size. © Gun metal screw down bib tap. (ii)

159 6 Providing and fixing pillar tap, capstan head, 305.67 Each

screw down high pressure with screws, shanks and

back nuts. (i) 15mm dia.

160 8 Providing and fixing pillar tap, capstan head, 351.18 Each

screw down high pressure with screws, shanks and

back nuts. (ii) 20mm dia.

161 5 Providing and fixing Gun metal check or non- 184.98 Each

return fullway wheel valve. (i) 15mm dia.

162 12 Providing and fixing Gun metal check or non- 201.8 Each

return fullway wheel valve. (ii) 20mm dia.

163 10 Providing and fixing Gun metal check or non- 416.47 Each

return fullway wheel valve. (III) 25 MM DIA

164 6 Providing and fixing Gun metal check or non- 656.86 Each

return fullway wheel valve. (IV) 40mm dia

165 4 Providing and fixing chromium plated brass half 252.26 Each

trun flush cock of approved quality including fixing in

pipe line etc. complete. (i) 20mm dia.

166 10 Providing and fixing chromium plated brass half 261.16 Each

trun flush cock of approved quality including fixing in

pipe line etc. complete. (ii) 25mm dia.

167 8 Providing and fixing chromium plated brass half 273.03 Each

trun flush cock of approved quality including fixing in

pipe line etc. complete. (iii) 32mm dia.

168 3 Providing and fixing Urinal or approved 1026.0 Each

quality including conecting the Urinal with

waste pipe , tap etc.complete. (A) White earthen ware

flat back or corner type size 430mm x 260mm x

169 3 Providing and fixing Urinal of approved 1535.6 Each

quality including connection with trap and

with integral longitudinal flush pipe. (A) Squating

plate pattern white earthen ware 550mm x 300mm.

170 4 Providing and fixing chromium plated, bottle trap 292.87 Each

with necessary couplings of approved quality for

Ahmedabad Municipal Corporation

171 5 Providing and fixing ball cock ofapproved quality as 131.57 Each

directed. (A) Copper Metal (i) 25mm dia.

172 8 Providing and fixing ball cock of approved quality 101.89 Each

as directed. (B)Abonite (i) 25mm dia.

173 5 Filling with good Quality thor as and where 3850 Cmt

directed by the Architect / Engineer-in-charge, in

sunk in layers of 15 cm. thickness, including watering,

ramming well etc. complete, as directed by the

Architect / Engineer-in-charge .

174 6 Providing laying and jointing in true line and level 15 71.93 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with solvent, including cost of all

materials.adhesive

175 5 Providing laying and jointing in true line and level 25 90.93 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX orequivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost

of all materials.

176 5 Providing laying and jointing in true line and level 32 117.97 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost

of all materials.

177 10 Providing laying and jointing in true line and level 40 146.65 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost

of all materials.

Ahmedabad Municipal Corporation

178 10 Providing laying and jointing in true line and level 50 193.73 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost

of all materials.

179 2 Fixing sun film for protection sunlight in black or any 850 Smt

colour as as directd by engineer In Charge.(Market rate)

180 5 Providing & Fixing 3 mm thick F.R.P.sheet of 1930 SqM

Approved Quality & Color / Pattern as per Consultant's

design also includes required fabrication structure

in the grid of 2'-0x2'-0 size using hollow pipe of16

gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen

Washers, Silicon paste application for fixing the

sheet . Rate also includesnecessary bending, cutting,

labor charges , Zinc Primer coat & Two coats of oil

painting of color as approved by consultants &

making good the wall. (N.S.)

181 2 Providing 2 mm thick F.R.P. Gutter with necessary 400 Rmt

M.S. Supporting Brackets. (N.S.)

182 5 Hiring charges for J.C.B.machine inclduing cost of 600 Hrs.

fuel, operator, dirver etc.. ( 12 hours sift

day/night) (N.S.)

183 5 To provide tractor with hydraulic trolley, driver, 4 3000 No.

Nos. of Labor with all tools like bucket drum, showels,

trikam, pavadas, etc,, to carryout different

works during monsoon for 12 Hrs. Shift. Work shall

be carried out as per the instrucitons of Engineer In-

Charge.No extra charged shall be paid for night shift.

184 10 Roller Blind Providing and fixing Roller Blind 3285 Smt

curtain fixed on window level on wooden batten

and curtain lift with cotton thin rope, make of

aerolax or equivalent design and colour as per

instruction by engineer – in – Charge with necessary

hardware fitting, material and labour etc complete.

185 25 Providing & Fixing Door closer - complete of Approved 560 No.

make to wooden / Aluminium Doors as per direction of

engg. In charge.

186 2 Providing and fixiing M.S. Fan clamps type 1 of 16 mm 83.16 No.

dia M.S. bar bent to shape with hooked ends of R.C.C.

slabs during laying incl. painting the exposed protion of

loops, all as per standard design complete.

187 10 Providing cement vata (10cm. x 10 cm. size) quarter 18.69 Rmt

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

188 2 Making Water connection from exi.Muni. Water line 250 No.

Ahmedabad Municipal Corporation

189 2 Providing and applying fibere reinforced 530 Smt

cementitious micro concrete work in cellings

and beams incl.mixture of CEMSCREED

HM (F) fair mate company material, FBR bonding

agent material with water in suItable proportion

anti corrosive treatment on exposed beam,celling steel

bars with safeCore R incl.all kind of labour

etc.comp.including three coat of white

wash.(Approved Rate)

190 2 Providing and Fixing 1 H.P. Electrical monoblock or 6800 Set

submarcible water pumps withmotor and required cable

and switch board of approved brand and make

etc.comp.as directed.

191 2 Providing and fixing 30mm thick solid both side prelam 2867 Smt

PVC door shutter (sintex door-equivalent) with necessary

alluminium fitting with EL-7 section frame

192 8 Conveyance charge of Earth,Lime, Murrum, building 235.51 Cu.M.

rubbish earch manure or sludge and excavated rock and

fly ash,aggregate of any kind etc.comp.upto 5 km

193 5 Providing and laying polished granite stone slab 18 mm 2690 Smt

thick in risers of steps, dedo and pllars laid on 10 mm

thick cement mortar 1:3 (1 cement:3 coarse sand) and

jointed with gray cement slurry including rubbing &

polishing etc.complete.

194 4 Wall panelling with 12 mm MDF fixed to existing 1688 Smt

alluminium framing and making grove as per design

and finished with royal plastic paint as per instruction

of engineer incharge. (N.S.)

195 2000 Applying two coats of Birla 47.41 Sq.M.

(whitecementbased) or Asian (acryliclapy-putty)

or equivalent & two coats of primer of approved

brand and manufacture on new wall surface to give

an even shade including thoroughly brushing the

surface free from mortar dropping

196 600 Finishing wall with weather proof exterior emulsion 75.6 Sq.M.

paint on wall surface (two coats) to give an required

shape venshade after thoroughly brushing the surface to

remove all dirt, and remains of loose powdered

materials.etc complete

Ahmedabad Municipal Corporation

197 5 High Back Chairs for vip Lounge :Supplying and 6750 Each

installation of “Revolving High Back” chairs. The

chairs must be robust, ergonomically

designed and comfortable. Seat & Back

Assembly -1.2 cm thick hot pressed plywood and

upholstered with Fabric and Molded

Polyurethane Foam with PVC lining all around.

Back foam is designed with contoured lumber

support for extra comfort. Chairs Dimension - Width

55 cm, Depth 60 cm Height 103 – 115.5 cm, Seat

Height(SH) 44 – 56.5 cm. The Polyurethane foam

should be molded with density 45+/-2 kg/m3 &

Hardness = 16+/-2 kg/m3onHampden

machine at 25% compression. Arm Rest - One-

piece Black integral skin polyurethane with 50-70

shore. `D’ Type Handle and reinforced with MS

insert. Centre Pivot Mechanism - 360o revolving

type 17o maximum tilt on pivot at centre Tilt tension

adjustment. Upright locking. Telescopic

Bellow Assembly - The bellow should be 3 piece

telescopic type and injection molded in black

Polypropylene. Hydraulic Height Adjustment - The

Hydraulic height adjustment should be provided with

adjustment stroke of at least 10cms. Pedestal

Assembly - The pedestal should be injection

molded in Black powder coated MS on and fitted

with 5 nos. twin wheel castors. Twin wheel

castors - The twin wheel castors should be

injection molded in Black Nylon The complete

item as per architect /engineer in charge

198 15 Providing and supplying Medium Back Chair for 5500 Each

Control room MODEL LIKE HOF OCT

Revolving synchro tilting mechanism based

chair with gas lift for adjustable height and

medium curved back with seat and back PU molded

cushion with MS pipe frame structure and white

foam layer for seat and molded PU foam. White foam

layer for back covered with thick cloth and

draped with cloth of approved shade. (min. of

Rs.150/meter). 5 legged revolving molded nylon

chair base with good quality of PU castors with 2 years

replacement guarantee. The chair to have wide

polyurethane arm rest of approved shape. Complete

chair should be in suitable shape. Rates to be

inclusive of all taxes and free delivery at site. The

complete item as per architect /engineer in charge

Ahmedabad Municipal Corporation

199 5 Providing and fixing flush door shutters, solid 4686.3 Smt

core construction with frame of first class hardwood

with cross board and face veneer or plywood face

panels, with both side 1 mm laminate finishing

including anodized aluminum butt hinges with

necessary screws. Decorative type and pine wood

core anodized minimum 3 no 150 mm long

aluminum butt hinges in flush door shutters with

no of brass holdfast 325 mm long 1 no brass tower

bolt 250 mm long and two no of 150 mm long brass

door handle . Decorative both side laminated Flush

door 35 mm thick. with frame of 10 cm x 7 cmt

Indian teak wood frame including all necessary

fitting fixtures hardware screw and adhesive etc

fixing up to all lead and lift height up to 45 mtr from

GL etc complete as per direction of engineer in

200 15 P/M/F chainlink jali 8'x4' size as per details sketch & 1230 Rmt

instructionof engineer in charge same as lal darwaja

garden pattern consisting of 3'dia. M.S black pipe 'A'

class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of

9"x9"x9" size chain link jali of size 2"x2"x10 gauge

fixed in 35x35x5 mm MS angle frame 8'x4' size with MS

flat of size 25x3 mm welded jali etc.comp.The jali is to

be welded to MS pipe with MS flat as instruction

given.The M.S pipe and the M.S angle frame are to be

painted one coat of primer and two coats of paint as

directed in line and level. (N.S)

201 6 Supplying and fixing of 300 mm-L x 15 mm-B x 380 393 Rmt

mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for

pre-cast blocks, reasonablyexposed finish/

formwork , mould with well equippedwith

vibratory system for kerb stones of approved design

including curing, etc. complete, including thecost of

formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the

Kerbstones in line and level on 5 cm thick sand

bedding withnecessary equipments and

materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of thekerbstones.

Filling of zari alone the sides of the kerbstone fixed

with Bituminous concrete Bituminousconcrete

/ C.C. mixed in proper position to flush withthe road

surface as directed by Engineer in change to

form a portable mixture.a) Laying on 5 cm thick Sand

Ahmedabad Municipal Corporation

202 25 Providing and Laying of Rubber Moulded Paver Block 429 Smt

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

mechanically compacted. The work of paving blocks

shall 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

machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick sand

203 8 Provoding and fixing flush door shutters, solid core 1696 Smt

construction with frame of first class hard wood with

cross board and face veneer or ply wood face panels,

including anodised alluminium butt hinges with

necessary screws. (B) Non- decorative type and block

board core anodised alluminium butt hinges in flush door

shutters (2) 35 mm thick. Labour work for fixing any

kind of paving with cement pointing in CM 1:2,

including watering, ramming etc comp. as dir.For

204 8 I) Laying on Sand bedding as per requirement to fix the 78 Smt

C.C.Block / Nibhada Stone in Line & Level

205 20 Providing and fixing false ceiling at all height including 850 Smt

providing and fixing of frame work made of special

sections, power pressed from M.S. sheets and galvanized

with zinc coating of 120 gms/sqm (both side inclusive)

as per IS : 277 and consisting of angle cleats of size

mm wide x 1.6 mm thick with flanges of 27 mm and

37mm, at 1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x 50mm long

with 6mm dia bolts, other flange of cleat fixed to the

angle hangers of 25x10x0.50 mm of required length with

nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels 45x15x0.9

mm running at the spacing of 1200 mm centre to centre,

to which the ceiling section 0.5 mm thick bottom wedge

of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be

fixed in a direction perpendicular to G.I. intermediate

channel with connecting clips made out of 2.64 mm dia x

230 mm long G.I. wire at every junction, including fixing

perimeter channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the perimeter of

Ahmedabad Municipal Corporation

ceiling fixed to wall/partition with the help of rawl plugs

at 450 mm centre, with 25mm long dry wall screws @

230 mm interval, including fixing of gypsum board to

ceiling section and perimeter channel with the help of

dry wall screws of size 3.5 x 25 mm at 230 mm c/c,

including jointing and finishing to a flush finish of

tapered and square edges of the board with recomme-

nded jointing compound , jointing tapes , finishing with

jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable for

board, all as per manufacturer’s specification and also

including the cost of making openings for light fittings,

grills, diffusers, cutouts made with frame of perimeter

channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge but

excluding the cost of painting.

206 10 Providing and fixing wall acoustical paneling using 4160 Sq.mt.

ecotone Slato/ Anutone slato or equivalent Acoustic

Panel make Slats L-16 of size 128mmx2430mmx16mm

thick up to 2400mm high as per the following

specification :-Slats L-16- 2mm @16mm, 32 x 128 x

2430 mm high grade Pine wood base Medium Density

Fiber acoustic boards with Tongue & Groove Edge,2mm

slot perforation @ 16mm centre, slates perforations, The

acoustic should be furnished with a Black absorbent felt

backing with an airflow resistance of 330- 460 Ns/m³

(DIN 53887),wood practical core,NRC : should be Up to

0.75,should meet the safety requirements of EN

Fixing :- Sound Strut CC18 screw fixed

horizontal/vertical to wall at every 600mm c/c. Metal

cleat can be fixed on top edges of Sound Strut CS55

fixed directly by stamping to the CS55 and IC91 which is

screw fixed directly to the wall where ever required with

a backing black color fabric as approved by Architect

and as specified including all accessories, material &

labor complete as directed by Architect / Engineer.

207 10 Providing & Fixing SPEED BUMP - #2 No (1 black, 1 2185 Rmt.

yellow) 350 x 500 x 50 mm, Size per color End Cape

350 MM x 175 MM x 50 MM TOP DESIGN - Lining

Top flat ANTI SKID PATTERN FOR GRIP COLOUR

:- YELLOW & BLACK BODY MATERIAL :-

MODIFIED THERMOPLASTICS (Polymer Rubberized

) • ECO FRIENDLY RECYCLE RUBBER Packing :-

4 pcs/ woven Bag Load Capacity :- 20 MT Fitting (

Fixing on TRAKE) :-4 holes & END CAPE :- 2 HOLE

HEX Bolts with Washer Epoxy for Bolt Fitting etc.

complete as directed by EIC .

Ahmedabad Municipal Corporation

208 5 Providing & Fixing in position 24 MM exposed grid 2619 Sq.mt.

suspension system with “P “ Grid profile false ceiling

system using 600 MM X 600 MM ecotone/anutone or

equivalent make Glass Fiber Ceiling Tiles having tegular

edges & 0.90 NRC value and approved surface design

(with NRC of 0.90) and edge profile Tegular placed in a

suspended grid of size 600 MM X 600 MM made from

hot dipped GI Steel sections, rotary stitched, main tee of

size 24 X 42 X 3000 MM X 0.40 MM thickness

suspended at every 600 MM c/c along length of ceiling

with 4 MM dia, Pre-straightened G.I.Wire with necessary

level adjusters & intermediate cross tees of size 24 X

X 600 MM X 0.40 MM thickness shall be inserted in to

slots between the main tees at 600 MM centers in

direction vertical to the main tees, where in the main tees

are resting on the periphery on wall angles of size

MM X 24 MM X 3000 MM X 0.40 MM thickness

including providing necessary openings for light fixtures,

209 15 Providing and fixing of Roller blind curtain/blackout. 2610 Smt

The fabric shall be woven from formulated platisol

extruded over a polyaster yarn.The fabric shouldl be

weaved to provide subtle view of the side of the blind

and should offer elimination of glare and sunlight

radiance upto a minimum of 80%.The fabric shall be

flame retardant.

210 15 Providing and applying Texture Paint (Rustic Finish) on 425 Sq.m

external plastered surfaces, pattern as per sample

approved by the Architect. including preparing surface,

using roller to get approved texturised surface. Job to

include making required surface preparation, to receive

Texture paint finish etc. All complete as per detail

drawing, as specified and as directed by Architect /

Consultant / Project - In - Charge. The rates shall be

inclusive of Scaffolding, all material, labour etc.

complete. as directed by EIC.

211 8 Providing and fixing PVC/Gpsysum plain colour false 933 Smt

ceiling with grid type with aluminium frame from

gypsteel, fastners ,props, Finishing as per

architectural drawing allowing openings for

A.C. Diffusers, Light/Electrical Points etc –

complete, Prior to fixing on frame.(Brand :

Anutone or equivalent ) (N.S.) or as directd by

engineer In Charge.

212 5 Provdg. & laying S.W. Gully trap with brick masonry 1263.1 No.

chamber & water tight G.T.Stone including fixing of

covervSquare mouth trap 100 mm x100 mm size P-Trap

213 65 Providing cement vata (10cmx10cmsize) quarter roundin 18.69 Rmt.

cement mortar 1:1 including neat cement finishing,

waterin getc. complete.

Ahmedabad Municipal Corporation

214 8 Providing and laying (to level or slopes) and jointing 140.7 Rmt.

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of pipes

and joints complete.(A) 100mm dia.

215 10 Providing and laying (to level or slopes) and jointing 192.15 Rmt.

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of pipes

and joints complete.(B) 150mm dia.

216 2 Constructing brick masonry chamber for underground 2566.2 Each

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

217 2 Constructing brick masonry chamber for underground 3029.9 Each

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete

etc. complete.(i)Inside dimensions 500mm x 700 mm

and 450mm deep for pipe line

218 25 Providing, supplying and fixing precast C.C. blocks (M- 219 Rmt.

20) edge kerb having size of 75 x 300 x 300 mm depth

and as per design conveying it to the site, jointing into

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

219 6 Constructing a cooking Sandwich platform 60 cm. width 754.95 Rmt.

and 70 cm high resting on B.B.Masonry walls

23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee

30mm thick laid on precast R.C.C. (1:2:4) slab with

plastering on exposed faces of wall in C.M. (1:4) etc

220 4 Providing and fixing hard drawn steel wire fabric 75mm 754.65 Smt

x 25mm mesh or weight not less than 7.75 kg. per Sq.M.

to window frames etc. including60 x 20mm beading of

Ahmedabad Municipal Corporation

221 15 Providing & fixing 15 cm wide chicken mesh jali with 35 Rmt.

nails & then application of 15 mm plaster on R.C.C.&

masonary joints as per dir.of engg.in charge

222 2 Providing and laying cement concrete flooring 1:2:4 (1- 348.08 Smt.

cement : 2-coarse sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished with a

floating coat of neat cement. (A) 50mm thick.

223 5 Providing & Fixing of Armstrong Mineral Fibre 1307 Smt

Acoustical Suspended Ceiling System with Dune

(Bevelled Tegular) Edge Tiles With Armstrong 15mm

Exposed GRID. The tiles should have Humidity

Resistance (RH) of 99%, NRC 0.5, Light Reflectance

≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K,

Colour White, Fire Performance UK Class 0 / Class

(BS 476 pt - 6 &7) in module size of 600 x 600 x 15mm

suitable for Green Building application, with Recycled

content of 32%. The tile shall be laid on Armstrong

Silhouette profile grid system with 15mm white flanges

incorporating a 6mm central reveal in white/black colour

and with a web height of 45mm and a load carrying

capacity of minimum 15.68 Kgs/M2 & minimum pull

out strength of 100 Kgs.. Silhouette, Main Runners &

Cross Tees to have mitred ends & “birdsmouth” notches

to provide mitred cruciform junctions. The T Sections

have a Galvanizing of 90 grams per M2 and need to be

installed with Suspension system of Armstrong make.

Warranty Certificate and Test Reports for NRC, CAC

and Fire rating shall be provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile should be

GREENPRO certified and qualifies as GREEN

PRODUCT certified by CII Green Products and Services

Council.INSTALLATION: To comprise main runner

spaced at 1200mm centres securely fixed to the structural

soffit using Armstrong suspension system (specifications

below) at 1200mm maximum centre. The First/Last

Armstrong suspension system at the end of each main

runner should not be greater than 450mm from the

adjacent wall. Flush fitting 1200mm long cross tees to

be interlocked between main runners at 600mm centre to

form 1200 x 600 mm module. Cut cross tees longer than

600mm require independent support. 600 x 600mm

module to be formed by fitting 600mm long flush fitting

cross tees centrally between the 1200 mm cross

tees.Perimeter trim to be Armstrong wall angles of size

3000x19x19mm, secured to walls at 450 mm maximum

centres. Installation should be carried out as per

Armstrong recommended procedure.ARMSTRONG

SUSPENSION SYSTEM accessories manufactured and

supplied by Armstrong World Industries consisting of

M6 Anchor Fasteners with Vertical Hangers made of

Galvanised steel of size 26 x 26 x 25 x 1.2mm with a

Ahmedabad Municipal Corporation

Galvanised Thickness of 80gsm, A pre Straightened

Hanger wire of dia – 2.5 mm of 1.8 m length., thickness

of 80gsm and a tensile strength of 344-413 MPa, along

with Adjustable hook clips of 0.8mm thick, galvanised

spring steel for 2.68 mm with a minimum pull strength of

110 kg. The adjustable clip also consists of a 3.5 mm

aquiline wire to be used with the main runner.

224 8 Providing and fixing PVC Printed pain colour false 766 Smt

ceiling with grid type with alluminium frame consisting

of 600mm x 600mm 3mm thick plain PVC sheet used as

panel insert in a frame work made using anodized

alluminium T section of size 1 x 1 (235 x 25mm,

gauge or 1 mm thick) in square pattern of grid sizes of

x 2 (600 x 600mm) The alluminium frame work is

supported from the cceiling with the help of G.I. hook

and G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame work is

supported on side wall with the use of alluminium L

section of size 1 x1 (25 x 25mm) angles etc. complete as

per direction of Engineer in charge. Manufactures

specification and drawing.

225 15 Providing and supplying of labour for necessary manual 551 No

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In charge.

Labour charges - Mazdoor with Hand Cart

226 2 Providing and supplying of labour for necessary manual 425 No

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In charge.

Mukadam/supervisior/karigar

227 3 Providing and supplying of labour for necessary manual 800 No

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In charge.

Fitter/Plumber/Mason

228 2 Providing and supplying of labour for necessary manual 800 No

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In

charge.WELDER/ Gas cutter at Day /night

229 1 Supplting of welding machine / gas cutter including cost 1500 No

of welding rods/gas, Transportation, including carting

Ahmedabad Municipal Corporation

from site to work place.

230 20 Providing and supplying of labour for necessary manual 348.2 No.

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In charge.

Mazdoor at Day Male/Female

231 2 Supplying electric breaker machine for RCC slab or 1071.4 Shift

asphalt demolishing work on site by using operator, fuel,

power supply etc.complete as directed. (no payment

should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) (Based on

Previously approved rate by CE sir )

232 5 CatchPit Jali Fixing P/F FRC catch pit jali with frame 1383.9 No.

600mm x 600mm clear opening etc. comp. As directed

by engineer in charge. (Based on Central Store Rate)

233 6 Providing and fixing concealed center point to wall 165.21 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 15 MM DIA

234 6 Providing and fixing concealed center point to wall 202.97 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 20 MM DIA

235 8 Providing and fixing concealed center point to wall 247.25 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 25 MM DIA

236 5 Providing and fixing concealed center point to wall 330.36 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 32 MM DIA

237 6 Providing and fixing concealed center point to wall 437.66 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 40 MM DIA

Ahmedabad Municipal Corporation

238 8 Providing and fixing concealed center point to wall 647.3 Rmt

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. 50 MM DIA

239 6 Providing and fixing cast iron steps of size 500mm x 162.23 Each

150mm x 22.5mm and painting with two coats of Anti-

corrosive paint etc. complete.

240 6 Supplying and fixing C.I. cover 300mm x 300mm 491.8 Each

without frame for Gulley trap (Standard pattern) te

weight of cover to be not less 4.53 Kg.)

241 18 Providing and fixing to wall ceiling and floor 274.68 Rmt

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor. (F) 75mm

242 18 Providing and fixing to wall ceiling and floor 332.91 Rmt

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor. (G)110 mm

243 5 Providing and fixing sheet glass, selected quality (Type- 1143.0 Smt

C) bedded in putty and fixed with wooden beading

including the cost of wooden beadings of first class

teakwood and necessary cutting of glass. (2) 6 mm thick.

244 5 Providing and fixing rough cast wired glass, 6mm thick 559.26 Smt

bedded in putty and fixed with

wooden beading including the cost of wooden beadings

of Indian teak wood and necessary cutting of glass. (C)

Wired - figured glass

245 15 Providing and operation dewatering Pump including 600 SHIFT

fuelcharges & operator Charges etc. as directed etc.

comp.(Shift for Eight Hour) (For Each Pump Set, No

paymentshould be allowed for non working condition

246 5 Providing and fixing in position collapsible steel shutters 5391.2 Smt.

with vertical channels 20 x 10 x 2 mm braced with flat

iron diagonals 20 x 5 mm size with top and bottom rails

of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys

complete with bolts, nuts, locking arrangements, stoppers

handles including applying a priming coat of red lead

paint. based on Ahmedabad city SOR 23-24 item no-

Ahmedabad Municipal Corporation

247 10 Excavation for pipe line trenches for water supply, 89 Cu.M

sewerage line, manhole etc. all with shoring and struting

if required as per required gradient and line including

safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified. (Based

on GWSSB SOR 2021-22, P-32)In all sorts of soil and

soft murrum,In hard murrum, boulders incl. macadam

road.,In soft rock and/or masonry in CM or L M or Lime

Concrete. 0 to 1.5 meter depth.

248 5 Conveyance charge of Earth,Lime, Murrum, building 235.51 Cu.M

rubbish earch manure or sludge and excavated rock and

fly ash,aggregate of any kind etc.comp.upto 5 km

lead.(L.S.) (Based on Building work ahmedabad city

SOR 2023-24,Sr no -1229 - Item code- E027)

249 5 Providing and supplying ISI marked only Standard 163 Rmt

length Stoneware pipes in standard lengths of following

class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. (IS - 651 / 1989) (Based on GWSSB SOR

250 2 Providing and supplying ISI marked only Standard 299 Rmt

length Stoneware pipes in standard lengths of following

class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. (IS - 651 / 1989) (Based on GWSSB SOR

251 1 Lowering, laying and jointing Stone Ware pipes of 88 Rmt

following diameters with cement joints in C. M. 1:1

proportion in proper position, grade and alignment at all

level as directed by Engineer-in-charge including

conveyance from stores to site of work, Jointing material

etc. comp.(Based on GWSSB SOR 2022-23, P-40)

252 5 Lowering, laying and jointing Stone Ware pipes of 128 Rmt

following diameters with cement joints in C. M. 1:1

proportion in proper position, grade and alignment at all

level as directed by Engineer-in-charge including

conveyance from stores to site of work, Jointing material

etc. comp.(Based on GWSSB SOR 2022-23, P-40)

253 1 Repairing damaged I.C./ Raising removing damaged 450 No.

brick work and repairing by brick masonry in C.M. 1:5

plaster in C.M. 1:3 and fixing C.I. steps and existing

chamber sheet cover, removing the debris from chamber

and carting the same as directed. (Based on Drainage

Ahmedabad Municipal Corporation

254 1 Making connection to the ex.M.H.in running sewer incl. 1320 No.

Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions.

etc..complete. a. 150 mm to 300 mm dia.

255 3 Repairing damaged M.H. and rasing M.H. up to road 722 No.

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing

the debris from MH and carting the same as directed.

(Based on Drainage SOR 2009-10) (A) up to 0.15 mt. (@

256 5 Repairing damaged M.H. and rasing M.H. up to road 1769 No.

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing

the debris from MH and carting the same as directed.

(Based on Drainage SOR 2009-10) (C) up to 0.65 mt. (@

257 1 FRC light duty Chamber seat cover (FRC) cover 871 No.

with rectangular frame (LD-2.5)

258 7 Barricading the entire break down or excavated area on 79 Rmt.

rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint

/ Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of

lighting arrangement through out the work with

necessary required arrangement...The same shall be

removed after completion of work. (Only for break

down work from start to complete) (Based on Drainage

259 5 Supplying Pneumatic Breaker Machine for RCC Slab or 528 HR.

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) ( Based on

Previously approved rate by C E sir )

260 15 Labour work for fixing any kind of paving with cement 69 Smt

pointing in CM 1:2, including watering, ramming etc

comp. as dir.For pavement I) Laying on Sand bedding as

per requirement to fix the C.C.Block / Nibhada Stone in

261 1 Providing and laying cement concrete 1:5:10 (1-Cement : 2457.0 Cu.M.

5- fine sand : 10- graded brick bat aggregates 40mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (Based on

Building work ahmedabad city SOR 2023-24, - Item

262 8 Providing & Laying PVC Pipe of 10kg/m2,including of 1508 RMT

Ahmedabad Municipal Corporation

Excavation for trenches , refilling, watering, ramming

etc.complete. (Astral make) (A)160 mm dia ( As per

263 3 Providing corrugated G.I. sheet of class-3 roofing 793.1 Sqm

fixed with glavanished iron J or L Hooks, Bolts

and nuts 8 mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead

complete excluding the cost of purlins, Rafters and

Trusses. (1) 0.80 mm thick sheet.(up to10 ton)

264 55 Structural steel work (Confirming to IS 4923- 126.68 kg

1997)riveted, bolted or welded in builtup for all type

sections ,in framed work, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete as per the structural

designs and directions of engineer in charge. column

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

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

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation