civil works in the building office as per the requirement in Block B and Block C in Ahmedabad Municipal Corporation Compound in the Central Zone. (ARC)

Name of work: - bæg Ítulbtkk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtkk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt< bwsc

rcÕzekd ytuVembtk meJej ftbbk mw^tht J^tht, heltuJuNl, hux[tuVexekd 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 works in the building office as per the requirement in Block B and

Block C in Ahmedabad Municipal Corporation Compound in the

Central Zone. (ARC)

2 Tender Amount Rs.9,10,000 (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.900.00 (Demand Draft in favour of Municipal Commissioner, Amdavad)

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

4 Time Limit 12 Months (Excluding Moonsoon)

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

Documents Dt.18/08/2026 to Dt.22/08/2026 up to 18:00 Hrs. from the website

www.nprocure.com.

6 Required registration Register “E-2” class having 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 (Bid Rs.9100.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

banks and the issuing branch of bank guarantee shall be of Ahmedabad city

only and it should be valid for for 120 days. ( As Per AMC finance Dept .

Circular No. 5 Dt. 5/5/2007 & F.D. Circular No. 29 Dt. 7/8/2010 & attched

ANNEXURE - 1 finance dept.circular No-40 Dt.05/11/2020, circular no.

date: 05-08-2024). E.M.D. shall be submitted physically along with the

Physical Submission when applicable.

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

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

Assistant Manager- Central Zone, 3rd Floor, B – Wing, Sardar Patel

Bhavan, Danapith, Ahmedabad-380001.

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

responsive and shall be summarily rejected.

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

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

website before Date:-17/08/2026 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

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.18/08/2026 upto17.00 hrs.

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

10 Last date of online submission Date.17/08/2026 up to 18.00 hrs.

Ahmedabad Municipal Corporation

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.18/08/2026 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

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 90 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 said work.

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 Government.

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

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

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

compensation for the same has to be paid by contractor. During execution of works if any news is published in

print/Electronic/Social media regarding inferior quality of work and poor safety precautions, and due to inferior

quality work any fatal injuries occurs, all the losses due to such accidents and expenses of legal matters shall be

borne by contractor.

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

bound to bidder with out any condition.

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

the tenders without assigning any reasons thereof.

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

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

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bæg Ítulbtkk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtkk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt< bwsc rcÕzekd ytuVembtk

meJej ftbbk mw^tht J^tht, heltuJuNl, hux[tuVexekd fhJtlwk ftb.(yu.yth.me)

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

project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition of terms, notes

Instructions/Information to Bidder, Condition of Contract, special condition of contract, Appendices, Specifications, Bill of

Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

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

the specification, designs, drawing and instruction in writing referred to in the said document and with such materials as

mentioned for, at the respective rates which I/we have quoted in the Price Bid or at such other rates as may be fixed under the

provisions of these conditions.

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

contract, according to your form 1 of agreement as or in default where of I/we bound myself/ourselves to forfeit the "Earnest

Money Deposit."

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

receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take necessary action as deemed fit.

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

NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to commence the work specified.

Otherwise the Employer shall retain the said sum, as on account of such Security Deposit as provided for in the aforesaid

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

aforesaid documents.

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

We also understand & agree that Municipal Commissioner Reserves the right to allot number of tenders to successful bidders

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

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

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

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

Ahmedabad Municipal Corporation

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.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register “E-2” 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 they have,

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

the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

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

• 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

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

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

language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

representations in the forms statements etc. for the period to be decided by the Employer.

6.0 Cost of Bidding

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

responsible and liable for those costs.

Ahmedabad Municipal Corporation

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

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

that may be necessary for preparing the Bid and entering into a contract for construction of the Works. The costs of

visiting the Site shall be at the Bidder's own expense.

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

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

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

increases / decreases up to any extent.

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

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

entertained for the same.

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

entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

documents shall be rejected.

10.0 Amendment of Bidding Documents

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

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 Bidders

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

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 for 120 days.

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 as

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

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

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

furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

Ahmedabad City only.

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

accordance with the stamp Act applicable to that particular state of Indian Union, where executed.

Ahmedabad Municipal Corporation

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

his name, designation, Power of Attorney No. / Signing Power No. etc.

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

and the last page shall be signed in full, indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

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

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

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

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

specified date for the submission of bids declared a holiday for the Employer, the Bids will be received up to the

appointed time on the next working day. The Bidder is further required to submit Documents in Physical Form on or

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

failure in network/internet connection or any other technical reason.

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

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

original deadline will then be subject to the new deadline.

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

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

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

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”).

Ahmedabad Municipal Corporation

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 guarantee.

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

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

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

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

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

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

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

or any other contract or on any other account whatsoever may be deducted from Security Deposit. Also in the event of

the Contractor's Security Deposit being reduced by reasons of such deductions, as aforesaid, the Contractor shall,

within 14 days of receipt of notice of demand from the Engineer-in-Charge, make good the deficit in Security

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

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

the validity periods of such guarantees extended/renewed, and furnish these to the Engineer-in- Charge one month

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

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

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

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

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

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

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

Ahmedabad Municipal Corporation

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

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

 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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

E TENDER NOTICE NO. – /2025-26

Special Tender Clause For CCRS SLA

Ahmedabad Municipal Corporation has to make a special clause as per for SLA

Name of work :-

<t.22.01.2026 lt htus bu.Bgwrlrmvjfrb§hmtnucle Jefje bexekdbtk &guj aatobtk bwÆt lk.21 bwsc

su <u me.me.yth.yum.le Vhegtœlu y.Bgw.ftu.îtht cltJuj Ôntuxmyuv d{wvbtk bwfgt ctœ «tuçjubJtRÍ yum.yuj.yu.lt mbgdt¤t

ctœ fhuj ftbdehe btxu,awftJJtlt &<t ltKtkbtk&e y.Bgw.ftu.lt rl<e-rlgb bwsc vulÕxe leau bwsc fhJtbtk ytJNu.

(A) Penlty For Maintenance and SLA Purpose

CCRS within SLA time (Category & Problem wise) CCRS After SLA time

(Category & Problem wise

Department Category Problem SLA Penalty Penalty Penalty

(Hours) (Hours) (Hours)

Engineering Water>>Engineering Water-low presure 240 240 480

Engineering Water>>Engineering Water-No Supply 240 240 480

Engineering Water>>Engineering Water-Other 72 72 144

Engineering Water>>Engineering Water-Leakage In 48 48 96

Main Line Hours

Engineering Water>>Engineering Water-Pollution In 24 24 48

Engineering Drainage>>Engineering Drainage-Manhole 24 24 48

Cover Missing Hours

Engineering Drainage>>Engineering Drainage-Other 48 48 96

Ahmedabad Municipal Corporation

Engineering Drainage>>Engineering Drainage-Choking Of 48 48 96

Engineering Drainage>>Engineering Drainage-Public 72 72 144

Toilets and Urinals- Hours

Blockage or Choking

Engineering Road Road-Other 48 48 96

Engineering Road Road-Bhuva On 48 48 96

Engineering Road Road-Repair Require 72 72 144

Engineering Storm Water Road-Water logged 24 24 48

Due To Rain Hours

Engineering Storm Water Road-Catch Pit 96 96 192

Repairing Hours

Engineering Public Building Public Building- 360 360 720

Public Toilets and Hours

Urinals-Repairing of

Doors,Windows,Tiles

Engineering Footpath Road-Footpath 168 168 336

Repairing Hours

Engineering Building>>Engineering Building-Municipal 168 168 336

Schools Repairing Hours

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(A) Penalty 10% for New Allocated Works.

(B) The Work Order under this Annual Rate Contract (ARC) Tender shall be issued

only against the approved and sanctioned estimate for the respective work.

The time limit for execution of each work shall be specified in the respective Work

Order issued under this tender.

Ahmedabad Municipal Corporation

Any penalty for delay or non-compliance shall be calculated and imposed based on

the approved sanctioned estimate amount of the respective work and shall be

governed by the relevant terms, conditions, specifications, and penalty clauses of

Seal and Signature of the Bidder Additional City Engineer (CZ)

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

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

document to carry out the functions stated in the Schedule or other personnel approved by the Engineer. The Engineer

will approve any proposed replacement of key personnel only if their qualifications, abilities, and relevant experience

are substantially equal to or better than those of the personnel listed in the Schedule.

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

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

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

in the Contract.

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

contractor shall make his own arrangements to provide such accommodations as per the rules of the local bodies. He

shall make his own arrangements for housing, stores, field office etc. He shall submit a site layout plan indicating the

location of various site facilities to be created by him at his cost for the execution of work. The Owner shall in no way

be responsible for any delay on this account and no claim on this account whatsoever shall be entertained. All Basic

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

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

aspects and shall take all necessary steps to ensure that danger to safety is avoided all the time in respect of, Safety of

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

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

Employer and Engineers employees engaged at work site.

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

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

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

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

period. The contractor shall be responsible for and to make good all injuries, damages and repairs, rendered necessary

by fire, rain, traffic, floods or other causes.

5.5 All the scaffolding work, wherever required for the execution of work, shall be provided by the contractor. Nothing

extra shall be payable on this account. It shall be provided strictly with double scaffolding system with all the

accessories etc. with adjustable suitable working platforms to access the areas, with ease for working and inspection.

Ahmedabad Municipal Corporation

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

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

responsible for any pilferage, theft, damage, penalty etc. in this regard. The Contractor shall indemnify the Owner

against any claim arising out of pilferage / theft, damage, penalty etc. whatsoever on this account.

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

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

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.

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

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

 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

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 variation.

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

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

Ahmedabad Municipal Corporation

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

paid at the rate fixed by Employer which shall be fixed as lowest of the rates derived by rate analysis based on the

following three methods. , the priority of the documents forming the Contract shall be as follows:

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

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

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

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

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

temporary and incidental works, the overheads and the Contractors profit.

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

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

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be taken at 10 % of the

final rate derived.

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

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

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.

A. FINISHING THE CONTRACT

17.0 Completion

Ahmedabad Municipal Corporation

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

so upon deciding that the Work is completed.

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

Notice to this effect from the Engineer/Employer after signing the agreement or

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

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

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

obligation under the contract.

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

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

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

him, compounds with his creditors, or carries on business under receive, trustee or manager for the benefit of

his creditors, or if any act is done or event occurs which (under applicable Laws) has a similar effect to any

of these acts of event.

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

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

notice terminate the contract immediately.

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

contract or otherwise.

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

and these entities may then use any goods, contractor’s documents and other design documents made by or on behalf

of the contractor.

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

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

(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.

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

Ahmedabad Municipal Corporation

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

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the items of works not accepted

as completed fully in accordance with the sanctioned specifications.

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

out by the contractor in accordance with the instructions of the Engineer-in-charge under clause 14 and the

rates for which is to be determined under the said clause

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

receipt of notice given by the Engineer-in-charge under clause 15 and/or amount of compensation payable to

the contractor under the said clause for loss in respect of such materials.

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

failure to rectify, remove or reconstruct the work within the period specified in the written intimation or the

amount of expenses incurred by the Engineer-in-charge under the said clause17 in rectifying, removing or re-

executing the work or in removing and replacing the materials or articles complained of.

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

materials as accepted or made use of.

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

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

instructions and the requirement of the Engineer-in-charge in case where there are no specifications.

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

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

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

Law. It shall be within the jurisdiction where the site of work is 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 thereof.

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

removing such materials to other places, during the period the work is stopped or suspended in pursuance, of notice

given to the contractor under clause

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

14 or as the case may be, of clause

Ahmedabad Municipal Corporation

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

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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ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

Ahmedabad Municipal Corporation

(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk >NtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn ntug <tu xuLzh ybtLg

dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdo>Nol btxu mtbtLg

rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt rJlk<e Au.

(1) ftuEvK fthK >NtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk ytJNu.

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

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

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

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

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

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

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

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

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu

nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve

>uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk 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.

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

ytÃgt <theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY

&guj dKJtbt ytJNu. <&t <u >hBgtl ftble 3% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

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

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

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

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

vulÕxe Jmwj fhJtbtk ytJNu.

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

Ahmedabad Municipal Corporation

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.

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

Ahmedabad Municipal Corporation

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

(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 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

(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

Ahmedabad Municipal Corporation

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

(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< ytvJtlt

(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

yufhthlwk Vtubo

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

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

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

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

ftuLx[tfxhle mne ylu rmfft

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Tender fee Rs.900.00 Opening Date :- 18.08.2026

Earnest money Rs.9100.00 Opening Time:-

Contractors Name Tender No.30

Name of Work:- bæg Ítulbtkk ybœtJtœ Bgwrlrmvj ftuvtuohuNl fBvtWLzbtkk ytJuj çjtuf ce <&t çjtuf mebtk sYhegt<

bwsc rcÕzekd ytuVembtk meJej ftbbk mw^tht J^tht, heltuJuNl, hux[tuVexekd fhJtlwk ftb.(yu.yth.me)

Sr. Qty Items Rate Rs. Per Amount

1 6.00 Excavation for foundation up to1.5 m depth including sorting out and 148.75 Cmt

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 6.00 Excavation for foundation up to1.5 to 3 m depth including sorting out 158.40 Cu.M.

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

3 4.00 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting 333.60 Cu.M.

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 4.00 Filling available excavated earth (excluding rock) in trenches, plinth, 90.85 Cmt

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming and watering.

5 4.00 Filling in plinth with sand underfloors including watering 336.34 Cmt

ramming, consolidating and dressing etc. complete.

6 4.00 Filling in foundation and plinth with murrum or selected soil in layers of 215.54 Cmt

20 cm. thickness including watering, ramming and

consolidating etc.

7 2.00 Providing and laying cement concrete1:5:10 (1-Cement: 5- 2159.30 Cmt

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 2.00 Providing and laying cement concrete1:4:8 (1-Cement: 4- 2378.20 Cmt

coarses and:8-hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formworkin (A) Foundation and

Ahmedabad Municipal Corporation

Plinth (upto 10 ton).

9 2.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 2652.10 Cmt

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth..

10 2.00 Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse 3419.90 Cmt

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 4.00 Providing and laying cement concrete work 1:2:4 ((1-Cement:2- 3923.53 Cmt

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 2.00 Providing and laying cement concrete work 1:2:4 ((1-Cement:2- 4012.47 Cmt

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 2.00 Providing and laying cement concrete work 1:2:4 ((1-Cement:2- 3661.30 Cmt

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 2.00 Brick work using common burnt clay building bricks having crushing 3981.21 Cmt

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 4.00 Extra for brick work in superstructure above plinth level upto floor two 262.35 Cmt

level (A) Modular

16 4.00 Extra for brick work in superstructure above plinth level upto floor two 272.25 Cmt

level (B) Conventional

17 4.00 Extra for brick work in superstructure above floor two level Item No. 42.66 Per

1(6.12) (A) Modular Floor

18 4.00 Extra for brick work in superstructure above floor two level Item No. 40.09 Per

1(6.12) (B) Conventional Floor

19 4.00 (ii) Half brick masonry in common brunt clay building bricks having 593.90 Smt

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-

Cement : 5 -coarse sand ) in foundation and plinth (B) Conventional

20 4.00 Extra for brick work in superstructure above floor two level Item No. 5 (B) 40.09 Smt

21 2.00 Providing and fixing 35 mm thick shutters for Doors, windows and 3620.47 Smt

clear story windows including black enamelled M.S.butt hinges with

Ahmedabad Municipal Corporation

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

22 2.00 Providing and fixing 35 mm thick shutters for Doors, windows and 2930.08 Smt

clear story windows including black enamelled M.S.butt hinges with

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

23 2.00 Providing and fixing 35 mm thick shutters for Doors, windows and 3275.28 Smt

clear story windows including black enamelled M.S.butt hinges with

necessary screws. (A) Indian teak wood. (iii) Partly panelled and

24 2.00 Providing and fixing 35 mm thick panelled, glazed or panelled and 3459.09 Smt

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 2.00 Providing and fixing 35 mm thick panelled, glazed or panelled and 3464.51 Smt

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 2.00 Providing and fixing 35 mm thick panelled, glazed or panelled and 3433.65 Smt

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 2.00 Providing and fixing 35 mm thick panelled, glazed or panelled and 3406.53 Smt

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 2.00 Providing and fixing 25 mm thick shutters for cup boards etc. 2436.00 Smt

including black enamelled M.S. butt hinges with necessary screws.(A)

Indian teak wood. (i) Fully Panelled. (upto 10 ton)

29 2.00 Providing and fixing 25 mm thick shutters for cupboards etc. including 1904.70 Smt

anodised alluminium

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

30 2.00 Providing and fixing 25 mm thick shutters for cupboards etc. including 2170.35 Smt

anodised alluminiumbutt hinges with necessary screws. (A) Indian teak

wood. (ii) Partly panelled and partlyglazed.

31 4.00 Providing and fixing plain asbestos cement sheet 6 mm thick in 224.00 Smt

partitions including fixing to fames with screws etc, complete with

mm x 12 mm Deodar wood beading (Frames to be paid

separately) (upto 10 ton)

32 4.00 Providing and fixing in partitions 4 mm thick medium hard board of 328.00 Smt

approved quality including fixing to fames with screws etc complete

with 50 mm x 12 mm teak wood beading (Frames to be paid

separately) (upto 10 ton)

33 2.00 25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T 1360.00 Smt

or L iron brackets fixed at suitable distances but not

exceeding 75 cm. apart with Mango wood or equivalent quality.

Ahmedabad Municipal Corporation

34 2.00 40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T 1810.00 Smt

or L iron brackets fixed at suitable distances not exceeding 75cm.

Apart with Mango wood or equivalent quality. (upto 10 ton)

35 4.00 Providing and fixing M.S. grills of required pattern to wooden frames of 100.17 kg

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 no-10025AA

36 4.00 Providing and fixing M.S. grills of required pattern to wooden frames of 143.64 kg

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-

37 2.00 Providing and fixing glazed louvered glass windows and 3872.00 Smt

ventilators with teak wood frame 10 cm.x7 cm. size including

coats of oil painting to wood work etc.complete.with wooden louvers

plank 12mm thick (upto 10 ton)

38 2.00 Providing and fixing 35 mm thick shutters for Doors, windows and 4026.19 Smt

clere story windows including Indian teak wood frames 10 cm x

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.

39 1.00 Providing and fixing 35 mm thick shutters for Doors, windows and 4821.11 Smt

clere story windows including Indian teak wood frames 10 cm x

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 Panelled.

40 2.00 Providing and fixing 35 mm thick shutters for Doors, windows and 4423.65 Smt

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 2.00 Providing and fixing 30 mm thick FACTORY MADE SOLID 1632.00 Smt

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

15 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 50 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

mm width is to be stculkon the interiors ide of the ‘c’ channel using

PVC solventcement adhesive etc. complete as per direction of

Ahmedabad Municipal Corporation

Engineer incharge, manufacture’s specification and drawing.

42 2.00 Providing and fixing in position collapsible steel shutters with 3594.15 Sq.M.

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 &

43 2.00 Providing and fixing 1 mm thick M.S. sheet sliding shutters with 2625.00 Sqm

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)

44 3.00 Providing and fixing rolling shutters of approved make made of 80 mm 2975.70 Sqm

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 2.00 Providing and fixing rolling shutters of approved make made of 80 mm 3316.95 Smt

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 2.00 Providing and Fixing Full height Alluminium Partition made from 3000.00 Smt

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 5.00 Providing & Fixing in position Alluminium doors with frame using 2900.00 Smt

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 1.31 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

Ahmedabad Municipal Corporation

(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge.(N.S.)

48 2.00 Providing and fixing extruded aluminum window having extruded 2500.62 Sq. M.

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 122.20mm x 31.75mm x 1.10mm @ Wt. 1.205 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 aluminumfittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc complete

49 2.00 Providing & Fixing in position Alluminium vents with frame using 1950.00 Sq. M.

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 etc. comp.

50 2.00 Providing and fixing standared extruded of alluminium section of 1373.45 Sq. M.

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 2.00 Providing and fixing standared extruded of alluminium section of size 2141.88 Sq.M.

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 Partition

52 2.00 Providing and laying 40 mm thick marble chips flooring rubbed and 515.00 Sqm

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 2.00 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, 579.60 Sqm

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 only)

54 2.00 Providing and laying white glazed tiles 6mm thick in flooring treads of 726.60 Sq.M.

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.

Ahmedabad Municipal Corporation

55 2.00 Providing and laying Ceramic tiles 6 mm thick in flooring treads of 696.15 Sq.M.

steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1-

cement :3-coarses and) finishing with flush pointing in white cement.

56 2.00 Providing & Fixing 20 mm thick Mirror Polished Decorative Granite 4304.00 No.

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 2.00 Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring 1321.95 Sq.M.

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 2.00 Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting 819.00 Sqm

risers of steps and dedo on 10 mm thick cement plaster 1:3 (1-

cement: 3-coarse sand) and jointed with white cement slurry

59 2.00 Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of 1326.15 Sqm

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 2.00 Providing and laying 24" x 24" vitrified Tiles 8 to 10 mm 1527.00 Sq. M.

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.

61 4.00 Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double 165.00 Rmt

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 :

coarse sand)on new surface& jointed with colour cement slurry incl

with flush pointing & cleaning the surface etc. comp.

62 4.00 Providing and laying polished Kota stone slab flooring over 20 mm 807.45 Sq.M.

(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)

mm thick (upto 10 ton)

63 2.00 Providing and laying marble stone slab flooring over 20mm (average)base 1752.45 Sq.M.

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

64 2.00 Providing and laying polished Kota stone slab flooring over 20 mm 867.30 Sq.M.

(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

Ahmedabad Municipal Corporation

65 2.00 Providing and laying polished kota stone slab 25 mm thick in risers of 932.40 Sq.M.

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 2.00 Providing and laying cement concrete flooring 1:2:4 (1-cement: 198.45 Sq.M.

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 2.00 Providing and laying cement concrete flooring 1:2:4 (1-cement: 232.05 Sq.M.

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 2.00 Providing and fixing pre-cast concrete kerb stone of gray 327.17 Rmt

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 2.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 733.18 Smt

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 10.00 Providing and laying broken china mosaic flooring for terrace using 502.95 Sqm

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 2.00 Providing and laying coloured glazed tiles of the size 300 951.30 Sqm

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.

72 2.00 Providing corrugated G.I. sheet of class-3 roofing fixed with 793.10 Sqm

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 2.00 Providing ridges or hips 600 mm over allin plain G.I. sheet class-3 493.50 Sqm

fixed with G.I. J or L Hooks and nuts 8 mm dia G.I. Limpet and

bitumen washer complete. (1)

74 2.00 Providing and fixing 150 mm wide 450 mm over all semi circular plain 435.75 Sqm

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

Ahmedabad Municipal Corporation

75 2.00 Providing and fixing five courses water profing treatment with 329.70 Sqm

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 2.00 Providing and fixing on wall face C.I. Rain water pipe including filling 192.15 Rmt

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 2.00 Providing 15 mm thick cement plaster in single coat on Rough 116.55 Sqm

(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 2.00 Providing 20mm thick sand faced cement plaster on walls upto height 10 198.45 Sqm

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 10.00 Colour washing with lime on wall surface (two coats) over and 8.19 Sqm

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 10.00 Removing dry or oil bound distemper by a washing and 7.46 Sqm

scraping and sand papering the wall surface smooth including

necessary repairs to scratches complete.

81 2.00 Distempering with dry distemper of approved brand and manufacture 31.29 Sqm

(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 2.00 Distempeing (Two coats) with oil bound distemper of approved 50.72 Sqm

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 2.00 Extra Coat for Above Item over above for every subsequent 20.06 Sqm

coat of approved brand and manufacture.

84 2.00 Wall painting (two coats) with plastic emulsion paint of approved 52.29 Sqm

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 2.00 Extra over item for every sub sequent coat of wall painting with 22.26 Sqm

Ahmedabad Municipal Corporation

plastic emulsion paint of approved brand

86 2.00 Extra over item for painting with plastic emulsion paint of approved brand 3.57 smt

on ceilings and sloping roofs.

87 2.00 Applying priming coat over new steel and other metel surface after 22.89 Sqm

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 2.00 Painting two coats (excluding priming coat) on new steel and 57.96 Sqm

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 2.00 Painting one coats (excluding priming coat) on previously painted 34.50 Sqm

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 2.00 Extra over item for every sub sequent coat of paint. 33.60 Sqm

91 4.00 Painting two coats (excluding priming coat) on new steel and 47.36 Sqm

other metal surface with synthetic enamel paint, brushing to give an

even shade including cleaning the surfaceofalldirt,dust and other foreign

92 4.00 Painting one coats (excluding priming coat) on previously printed 29.19 Sqm

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 4.00 Extra over Above item for every sub sequent coat of paint. 28.98 Sqm

94 4.00 Painting two coats (excluding priming coat) on external surface of 13.44 Sqm

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

95 4.00 Painting two coats (excluding priming coat) on external surface of 16.70 Sqm

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

96 4.00 Painting two coats (excluding priming coat) on new wood and 26.78 Sqm

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 mixed paint

brushing wood primier pink.

97 4.00 Painting one coats (excluding priming coat) on previously painted 26.78 Sqm

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)

Ahmedabad Municipal Corporation

Ready mixed paintbrushing priming for enamel

98 4.00 Extra over Above item for every sub sequent coat of paint. 24.26 Sqm

99 2.00 Painting two coats (excluding priming coat) on new wood and 58.07 Sqm

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 2.00 Finishing wall with weather proof exterior emulsion paint on wall 75.60 Sqm

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 2.00 Applying two coats of Birla (white cement based) or Asian 47.41 Sqm

(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 smooth.

102 2.00 Painting two coats (excluding priming coat) on new wood and 58.07 Sq.M.

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 40.00 Writing letter or figures on any surface with black japan paint 2.10 per

(stops, comas, hyphens and the like not to be measured and paid for letter

separately) (i) Block (Letters/Figures) (Per 10 Letter pet CM.HT) per

104 40.00 Extra over items for using thick white paint instead of black japan 0.08 per

paint. (i)Block (Letters/Figures) letter

105 40.00 Writing letter or figures on any surface with black japan paint 0.08 per

(stops, comas, hyphens and the like not to be measured and paid for letter

separately) (ii) Indian(Letters/Figures) per

106 40.00 Extra over items for using thick white paint instead of black japan 0.08 per

paint. (ii) Indian (Letters/Figures) letter

107 2.00 Demolition including stacking of serviceable materilas and disposal of 698.25 Cu.M.

unserviceable materials with all lead and lift. (i) R.C.C. work

108 2.00 Demolition of Brick work and stone masonry including stacking of 363.30 Cu.M.

serviceable materil as and disposalof unserviceable materials with all

lead and lift.(ii) In Cement Mortar.

109 2.00 Dismentaling tiled of stone floors laid in mortar including stacking of 31.50 Sqm

serviceable materil as and disposal of unserviceable materials with all

Ahmedabad Municipal Corporation

110 2.00 Dismentaling of sheet roofing including ridges, Hips, Valleys, 31.50 Sqm

Gutters etc. stacking of serviceable materil as and disposal of

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

111 2.00 Dismentling steel work including distempering and stacking the 2.42 Kg.

materials with all lead and lift.

112 2.00 Dismentling doors, windows, ventilators etc. (wood or steel) 123.90 Each

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 2.00 Dismentling doors, windows, ventilators etc. (wood or steel) 165.90 Each

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.

114 2.00 Dismentling barbed wire in fencing including making rolls and also 44.10 Rmt

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 lead and lift.

115 2.00 Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes 49.35 Rmt

with fittings and clamps including stacking the materials with all lead

and lift (for any dia, of pipe)

116 2.00 Dismantling santtary fittings like wash basin . W.C. pan Indian and 267.75 Each

Europe an type, flushing tank etc. including stacking the materials

with all lead and lift

117 2.00 Scraping oil paint from steel and other metal surface and making the 32.55 Smt

surface even (with Hand Scraping.)

118 2.00 Removing and scraping of old deteriorated plaster of any 12.92 Smt

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 2.00 Cutting out cracks of roof terrace to V-section, cleaning out, wetting, 41.00 Rmt

grouting with cement and sand slurry 1:3 (1-cement 3-sand ) (upto

120 2.00 Cutting out cracks roof terrace to V-Section cleaning out and filling 43.05 Rmt

solidly with a hot mixture of bitumen and clean dry sand (1:1

by weight) (up to 10 ton)

121 1.00 Providing & Fixing in position Fully Panelled / Partly Panelled Partly 4583.00 Sq.M.

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

1.31 kg/mt) © 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

Ahmedabad Municipal Corporation

engg.in charge.

122 1.00 Providing & Fixing in position Alluminium window 2/3/4 4518.00 Sq. M.

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.

123 1.00 Providing & Fixing in position Alluminium vents with frame using 4218.00 Sq. M.

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 2.00 Providing and fixing of Ridge flashing for roof panel shall be 458.85 Sqm

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 2.00 Supplying and fixing vinyl flooring over the surface having 1-2 mm 963.00 Smt

thickness as per directed by engineer incharge etc as

completed (N.S.)

126 1.00 Providing and laying 15mm bamboza wooden flooring as per 2690.00 Smt

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

127 2.00 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long 320.25 Rmt

M.S. Angle posts 40 mm x 40 mm x 6 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 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc

128 2.00 Renovation and Repairing work in Chainlink fencing any size and 735.00 Rmt.

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 2.00 Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over 1521.45 Rmt

B.B. masonry in C.M, (1:6) in front and dwarf wall 1.0 Mt. high and

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.

130 2.00 Constructing a cooking platform 60 cm. width and 70 cm high resting 622.65 Rmt

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

Ahmedabad Municipal Corporation

in C.M. (1:4) etc complete.

131 2.00 P/A Tremix with dewartering machine and floater machine on 54.00 Sq.M.

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

132 2.00 Carring out timber treatment to all wood work including drilling holes 36.65 Smt

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 2.00 Applying general insecticide pest control treatment to floors, cup 61.43 Smt

boards etc including labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests Consentration Weight

0.50 percentis recommended one litre chemical emulsion dillute with

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 2.00 Carring out plinth treatment to post construction / existing structure by 69.93 Smt

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 5 Litre

chemical / Sqm of surface is recommended as per I.S

135 2.00 Carrying out wall treatment for termite control including spraying 24.89 Smt

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 0.50 percentis

recommended i.e one litre chemical emulsion dillute with

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 per I.S

136 1000.0 Providing erecting and fixing double coated Syntex PVC.(ISI) 4.61 Litre

0 water tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

137 4.00 Providing and fixing cast iron (Spun) Nahni trap of the 600.08 Each

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.

Ahmedabad Municipal Corporation

138 2.00 Providing and fixing water closet squatting Pan (Indian type 926.10 Each

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 2.00 Provdg. & fixing wall mounted White / Color Vitreous China 4250.00 No.

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 2.00 Providing and fixing wsh down water closet (Europe an type, 1290.80 Each

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 2.00 Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " 1850.00 No.

Hindware" incl. C.P. Brass waste coupline , waste pipe,

pvcconnection etc. Complete.( size 635 x395x420 mm )

142 5.00 Providing & Fixing Angle cock of " Ess Ess" - Trend series or 675.00 No.

equivalent standard make as approved by engg. in charge all

complete. (N.S.)

143 5.00 Providing and fixing 100 mm size P or S trap for water closet 311.85 Each

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 white colour

144 3.00 Providing and fixing wash basin with single hole for pillar tap with 1400.18 Each

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 colour.

145 5.00 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted 2257.69 Each

white including cutting holes in walls and making good the same

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

146 3.00 Providing and fixing 600 mm x 450 mm bevelled edge mirrror of 825.48 Each

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 4.00 Providing and fixing chromium plated brass halftrun flush cock of 261.16 No.

approved quality including fixing in pipe line etc. complete.(ii) 25mm

dia.(1) 25 mm dia.

148 2.00 Provdg. & fixing White / Color Vitreous china Counter wash basin 2950.00 No.

with signle hole for pillar tap of "Cera " - Concord series of

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

mm dia. Pillar cock & Angle cock of " Ess Ess"- Trend series ,32 mm

dia. Waste pipe etc. complete as per dir. of engg. in charge.

Ahmedabad Municipal Corporation

149 2.00 Providing and fixing washbasin with single holefor pillar tap with C.I. or 1400.18 No

M.S. brackets painted white including sutting holes and making goodthe

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

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

150 2.00 Providing & Fixing S.S.304 Grade Sink of Nirali / Krishna or 4650.00 No.

Equivalent Make for Kitchen Platform of size : 24":x18" as per

Direction of engg. In charge

151 2.00 Providing and fixing C.P. brass towel rail comlete with C.P.brass 597.22 Each

brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x

152 2.00 Providing and fixing 600 mmx120 mm glass shelf with C.P. brass 561.03 Each

bracket and guard rail complete mixed to wooden plug with

C.P.brass screws.

153 2.00 Providing and fixing screw down bib taps of following size. (A) Brass 184.98 Each

screw down bib tap polished bright. (i) 15mm dia.

154 2.00 Providing and fixing screw down bib taps of following size. (A) Brass 212.68 Each

screw down bib tap polished bright. (ii) 20mm dia.

155 2.00 Providing and fixing screw down bib taps of following size. (B) Brass 184.98 Each

chromium plated screws down Bib Tap. (i) 15mm dia.

156 2.00 Providing and fixing screw down bib taps of following size. (B) Brass 212.68 Each

chromium plated screws down Bib Tap. (ii) 20mm dia.

157 2.00 Providing and fixing screw down bib taps of following size. © Gun 157.29 Each

metal screw down bib tap. (i) 15mm dia.

158 2.00 Providing and fixing screw down bib taps of following size. © Gun 176.09 Each

metal screw down bib tap. (ii) 20mm dia.

159 2.00 Providing and fixing pillar tap, capstan head, screw down high 305.67 Each

pressure with screws, shanks and back nuts. (i) 15mm dia.

160 2.00 Providing and fixing pillar tap, capstan head, screw down high 351.18 Each

pressure with screws, shanks and back nuts. (ii) 20mm dia.

161 4.00 Providing and fixing Gun metal check or non-return fullway wheel 184.98 Each

valve. (i) 15mm dia.

162 4.00 Providing and fixing Gun metal check or non-return fullway wheel 201.80 Each

valve. (ii) 20mm dia.

163 3.00 Providing and fixing Gun metal check or non-return fullway wheel 416.47 Each

valve. (III) 25 MM DIA

164 2.00 Providing and fixing Gun metal check or non-return fullway wheel 656.86 Each

valve. (IV) 40mm dia

165 2.00 Providing and fixing chromium plated brass half trun flush cock of 252.26 Each

approved quality including fixing in pipe line etc. complete. (i) 20mm dia.

166 5.00 Providing and fixing chromium plated brass half trun flush cock of 261.16 Each

Ahmedabad Municipal Corporation

approved quality including fixing in pipe line etc. complete. (ii) 25mm dia.

167 2.00 Providing and fixing chromium plated brass half trun flush cock of 273.03 Each

approved quality including fixing in pipe line etc. complete. (iii) 32mm

168 4.00 Providing and fixing Urinal or approved quality including 1026.01 Each

conecting the Urinal with waste pipe , tap etc.complete. (A) White

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

169 2.00 Providing and fixing Urinal of approved quality including 1535.63 Each

connection with trap and with integral longitudinal flush pipe. (A)

Squating plate pattern white earthen ware 550mm x 300mm.

170 2.00 Providing and fixing chromium plated, bottle trap with necessary 292.87 Each

couplings of approved quality for wash basin.

171 2.00 Providing and fixing ball cock ofapproved quality as directed. (A) 131.57 Each

Copper Metal (i) 25mm dia.

172 2.00 Providing and fixing ball cock of approved quality as directed. 101.89 Each

(B)Abonite (i) 25mm dia.

173 2.00 Filling with good Quality thor as and where directed by the 3850.00 Cmt

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 30.00 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. 71.93 Rmt

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 30.00 Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. 90.93 Rmt

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

176 30.00 Providing laying and jointing in true line and level 32 mm dia. U.P.V.C. 117.97 Rmt

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

Ahmedabad Municipal Corporation

177 2.00 Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. 146.65 Rmt

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

178 2.00 Providing laying and jointing in true line and level 50 mm dia. U.P.V.C. 193.73 Rmt

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

179 2.00 Fixing sun film for protection sunlight in black or any colour as as directd 850.00 Smt

by engineer In Charge.(Market rate)

180 3.00 Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & 1930.00 SqM

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

181 2.00 Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting 400.00 Rmt

Brackets. (N.S.)

182 2.00 Hiring charges for J.C.B.machine inclduing cost of fuel, operator, 600.00 Hrs.

dirver etc.. ( 12 hours sift day/night) (N.S.)

183 2.00 To provide tractor with hydraulic trolley, driver, 4 Nos. of Labor with 3000.00 No.

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 2.00 Roller Blind Providing and fixing Roller Blind curtain fixed on 3285.00 Smt

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 2.00 Providing & Fixing Door closer - complete of Approved make to wooden / 560.00 No.

Aluminium Doors as per direction of engg. In charge.

186 2.00 Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia M.S. bar bent 83.16 No.

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 2.00 Providing cement vata (10cm. x 10 cm. size) quarter round in cement 18.69 Rmt

Ahmedabad Municipal Corporation

mortar 1:1 including neat cement finishing, watering etc. complete.

188 2.00 Making Water connection from exi.Muni. Water line (N.S.) 250.00 No.

189 2.00 Providing and applying fibere reinforced cementitious micro 530.00 Smt

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 2.00 Providing and Fixing 1 H.P. Electrical monoblock or submarcible water 6800.00 Set

pumps withmotor and required cable and switch board of approved brand

and make etc.comp.as directed.

191 2.00 Providing and fixing 30mm thick solid both side prelam PVC door shutter 2867.00 Smt

(sintex door-equivalent) with necessary alluminium fitting with EL-7

192 6.00 Conveyance charge of Earth,Lime, Murrum, building rubbish earch 235.51 Cu.M.

manure or sludge and excavated rock and fly ash,aggregate of any kind

etc.comp.upto 5 km lead.(L.S.)

193 4.00 Providing and laying polished granite stone slab 18 mm thick in risers of 2690.00 Smt

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 2.00 Wall panelling with 12 mm MDF fixed to existing alluminium framing 1688.00 Smt

and making grove as per design and finished with royal plastic paint as

per instruction of engineer incharge. (N.S.)

195 2000.0 Applying two coats of Birla (whitecementbased) or Asian 47.41 Sq.M.

0 (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

196 600.00 Finishing wall with weather proof exterior emulsion paint on wall surface 75.60 Sq.M.

(two coats) to give an required shape venshade after thoroughly brushing

the surface to remove all dirt, and remains of loose powdered materials.etc

197 2.00 High Back Chairs for vip Lounge :Supplying and installation of 6750.00 Each

“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

Ahmedabad Municipal Corporation

17o maximum tilt on pivot at centre Tilt tension adjustment. Upright

locking. Telescopic Bellow Assembly - The bellow should be

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 2.00 Providing and supplying Medium Back Chair for Control 5500.00 Each

room MODEL LIKE HOF OCT 172 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).

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

199 2.00 Providing and fixing flush door shutters, solid core construction 4686.36 Smt

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

mm long aluminum butt hinges in flush door shutters with 2 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 10.00 P/M/F chainlink jali 8'x4' size as per details sketch & instructionof 1230.00 Rmt

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)

Ahmedabad Municipal Corporation

201 6.00 Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb 393.00 Rmt

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 Bedding

202 6.00 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 429.00 Smt

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

203 4.00 Provoding and fixing flush door shutters, solid core construction with 1696.00 Smt

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 pavement

204 4.00 I) Laying on Sand bedding as per requirement to fix the C.C.Block / 78.00 Smt

Nibhada Stone in Line & Level

205 12.00 Providing and fixing false ceiling at all height including providing and 850.00 Smt

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 25 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.

Ahmedabad Municipal Corporation

intermediate channel with connecting clips made out of 2.64 mm dia x

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 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 10.00 Providing and fixing wall acoustical paneling using ecotone Slato/ 4160.00 Sq.mt.

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 14190. 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 10.00 Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow) 350 x 500 2185.00 Rmt.

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 :-

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

208 3.00 Providing & Fixing in position 24 MM exposed grid suspension system 2619.00 Sq.mt.

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

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 38 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

Ahmedabad Municipal Corporation

size 24 MM X 24 MM X 3000 MM X 0.40 MM thickness including

providing necessary openings for light fixtures, diffusers etc.

209 1.00 Providing and fixing of Roller blind curtain/blackout. The fabric shall be 2610.00 Smt

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 2.00 Providing and applying Texture Paint (Rustic Finish) on external 425.00 Sq.m

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 2.00 Providing and fixing PVC/Gpsysum plain colour false ceiling with grid 933.00 Smt

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 2.00 Provdg. & laying S.W. Gully trap with brick masonry chamber & water 1263.15 No.

tight G.T.Stone including fixing of covervSquare mouth trap 100 mm

x100 mm size P-Trap

213 51.09 Providing cement vata (10cmx10cmsize) quarter roundin cement mortar 18.69 Rmt.

1:1 including neat cement finishing, waterin getc. complete.

214 6.00 Providing and laying (to level or slopes) and jointing with stiff mixture of 140.70 Rmt.

Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including

testing of pipes and joints complete.(A) 100mm dia.

215 6.00 Providing and laying (to level or slopes) and jointing with stiff mixture of 192.15 Rmt.

Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including

testing of pipes and joints complete.(B) 150mm dia.

216 1.00 Constructing brick masonry chamber for underground C.I. Inspection 2566.20 Each

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.

Ahmedabad Municipal Corporation

217 1.00 Constructing brick masonry chamber for underground C.I. Inspection 3029.95 Each

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

mm and 450mm deep for pipe line

with one or two inlets.

218 20.00 Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb 219.00 Rmt.

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 4.00 Constructing a cooking Sandwich platform 60 cm. width and 70 cm high 754.95 Rmt.

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 complete.

220 4.00 Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or 754.65 Smt

weight not less than 7.75 kg. per Sq.M. to window frames etc. including60

x 20mm beading of teak wood.

221 8.00 Providing & fixing 15 cm wide chicken mesh jali with nails & then 35.00 Rmt.

application of 15 mm plaster on R.C.C.& masonary joints as per dir.of

222 4.00 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse 348.08 Smt.

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 3.00 Providing & Fixing of Armstrong Mineral Fibre Acoustical Suspended 1307.00 Smt

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 =

- 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (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

Ahmedabad Municipal Corporation

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

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 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 4.00 Providing and fixing PVC Printed pain colour false ceiling with grid type 766.00 Smt

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, 19 gauge or 1 mm thick)

in square pattern of grid sizes of 2 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 5.00 Providing and supplying of labour for necessary manual excavation, 551.00 No

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 6.00 Providing and supplying of labour for necessary manual excavation, 425.00 No

cleaning, Shifting of Material Or any other, or for any other work as

directed by Engineer In charge. Mukadam/supervisior/karigar

227 6.00 Providing and supplying of labour for necessary manual excavation, 800.00 No

cleaning, Shifting of Material Or any other, or for any other work as

directed by Engineer In charge. Fitter/Plumber/Mason

228 4.00 Providing and supplying of labour for necessary manual excavation, 800.00 No

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 4.00 Supplting of welding machine / gas cutter including cost of welding 1500.00 No

rods/gas, Transportation, including carting from site to work place.

230 12.00 Providing and supplying of labour for necessary manual excavation, 348.20 No.

cleaning, Shifting of Material Or any other, or for any other work as

directed by Engineer In charge. Mazdoor at Day Male/Female

231 4.00 Supplying electric breaker machine for RCC slab or asphalt demolishing 1071.42 Shift

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

Ahmedabad Municipal Corporation

break down work) (Based on Previously approved rate by CE sir )

232 8.00 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm 1383.92 No.

clear opening etc. comp. As directed by engineer in charge. (Based on

Central Store Rate)

233 4.00 Providing and fixing concealed center point to wall ceiling & floor CPVC 165.21 Rmt

(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

234 4.00 Providing and fixing concealed center point to wall ceiling & floor CPVC 202.97 Rmt

(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

235 4.00 Providing and fixing concealed center point to wall ceiling & floor CPVC 247.25 Rmt

(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

236 3.85 Providing and fixing concealed center point to wall ceiling & floor CPVC 330.36 Rmt

(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

237 4.00 Providing and fixing concealed center point to wall ceiling & floor CPVC 437.66 Rmt

(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

238 4.00 Providing and fixing concealed center point to wall ceiling & floor CPVC 647.30 Rmt

(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

239 4.00 Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm 162.23 Each

and painting with two coats of Anti-corrosive paint etc. complete.

240 4.00 Supplying and fixing C.I. cover 300mm x 300mm without frame for 491.8 Each

Gulley trap (Standard pattern) te weight of cover to be not less 4.53 Kg.)

241 15.00 Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working 274.68 Rmt

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)

Ahmedabad Municipal Corporation

242 15.00 Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working 332.91 Rmt

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.

243 2.00 Providing and fixing sheet glass, selected quality (Type-C) bedded in putty 1143.05 Smt

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 2.00 Providing and fixing rough cast wired glass, 6mm thick bedded in putty 559.26 Smt

wooden beading including the cost of wooden beadings of Indian teak

wood and necessary cutting of glass. (C) Wired - figured glass

245 10.00 Providing and operation dewatering Pump including fuelcharges & 600.00 SHIFT

operator Charges etc. as directed etc. comp.(Shift for Eight Hour) (For

Each Pump Set, No paymentshould be allowed for non working condition

246 1.00 Providing and fixing in position collapsible steel shutters with vertical 5391.23 Smt.

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-11003A

247 2.00 Excavation for pipe line trenches for water supply, sewerage line, manhole 89.00 Cu.M

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 10.00 Conveyance charge of Earth,Lime, Murrum, building rubbish earch 235.51 Cu.M

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 1.00 Providing and supplying ISI marked only Standard length Stoneware pipes 163.00 Rmt

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 2022-23, P-17) (1) 150 mm

250 1.00 Providing and supplying ISI marked only Standard length Stoneware pipes 299.00 Rmt

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 2022-23, P-17) (2)230 mm

Ahmedabad Municipal Corporation

251 1.00 Lowering, laying and jointing Stone Ware pipes of following diameters 88.00 Rmt

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) (1)150 mm

252 1.00 Lowering, laying and jointing Stone Ware pipes of following diameters 128.00 Rmt

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) (2)230 mm

253 1.00 Repairing damaged I.C./ Raising removing damaged brick work and 450.00 No.

repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing

C.I. steps and existing chamber sheet cover, removing the debris from

chamber and carting the same as directed. (Based on Drainage SOR 2009-

254 1.00 Making connection to the ex.M.H.in running sewer incl. Dewatering and 1320.00 No.

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 1.00 Repairing damaged M.H. and rasing M.H. up to road level incl. removing 722.00 No.

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. (@ Two Coarse)

256 1.00 Repairing damaged M.H. and rasing M.H. up to road level incl. removing 1769.00 No.

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. (@ Seven Coarse)

257 1.00 FRC light duty Chamber seat cover (FRC) cover with rectangular 871.00 No.

258 1.00 Barricading the entire break down or excavated area on rental basis using 79.00 Rmt.

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board out side to avoid accident & for smooth

traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting arrangement

through out the work with necessary required arrangement...The same

shall be removed after completion of work. (Only for break down work

from start to complete) (Based on Drainage SOR 2009-10)

259 1.00 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt 528.00 HR.

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

Ahmedabad Municipal Corporation

260 19.00 Labour work for fixing any kind of paving with cement pointing in CM 69.00 Smt

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 Line & Level

261 5.00 Providing and laying cement concrete 1:5:10 (1-Cement : 5- fine sand : 10- 2457.01 Cu.M.

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 code- 05009A)

262 1.00 Providing & Laying PVC Pipe of 10kg/m2,including of Excavation for 1508.00 RMT

trenches , refilling, watering, ramming etc.complete. (Astral make) (A)160

mm dia ( As per RA)

263 6.00 Providing corrugated G.I. sheet of class-3 roofing fixed with 793.10 Sqm

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 81.00 Structural steel work (Confirming to IS 4923-1997)riveted, bolted or 126.68 kg

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 (122 x 61 x 3.6mm)

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