Carrying out toilet repairing work as per demand in the,B-Block and C-Block in the Ahmedabad Municipal corporation compound, in the Central Zone.

Name of work: Carrying out toilet repairing work as per demand in the,B-Block and C-Block in the

Ahmedabad Municipal corporation compound, in the Central Zone.

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 Carrying out toilet repairing work as per demand in the,B-Block and C-Block

in the Ahmedabad Municipal corporation compound, in the Central Zone.

2 Tender Amount Rs.1998334.46(exclusive of GST). GST will be paid extra by AMC/Authority

at prevailing rate to the contractor.

(Estimate put to Tender)

3 Tender fee Rs.1500.00 (Demand Draft in favour of Municipal Commissioner, Amdavad)

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

4 Time Limit 6 Months (Excluding Moonsoon)

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

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

www.nprocure.com..

6 Required registration Register “E-1” class having 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.19984.00 (Demand Draft / pay order / Bank Guarantee in favour of Municipal

security) Commissioner, Ahmedabad is to be submitted as prescribed as below. Demand

(1 % of Estimate put to tender) 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. 10 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 documents as

Tender Fees 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:-31/03/2026 up to 18.00 hrs. Each bidder must upload the scanned copies

of all the documents along with the submission of online bidding. Tender Fee,

EMD, technical bid 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.24/02/2026 upto16.00 hrs. (by hand

Delivery/ Courier/ Speed Post/Registered)

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

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

12 Opening of Technical bid Technical Bid will be opened on line on as per tender notice at 17.00 hrs in

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

Patel Bhavan, Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

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

from the last date of online tender submission.

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

Guarantee shall be from approved list of AMC of banks and the issuing branch of

bank guarantee shall be of Amdavad City only. The validity of the Security Deposit

shall be up to valid till 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. ( As per circular no. 10 date: 05-

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:- Carrying out toilet repairing work as per demand in the,B-Block and C-Block in the Ahmedabad

Municipal corporation compound, in the Central Zone.

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

Seal and Sign of Contractor

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad Municipal Corporation (referred to as

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

referred to as “the work”) detailed in the table given in the Invitation for Bid (hereinafter called as IFB.) from

competent bidder. The bidders may submit bids for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

• 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.

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

Ahmedabad Municipal Corporation

addressed to the addressee given in the NIT duly super scribed “Name of Work, Bid due date and time, Name and

address of the bidder”

13.0 Bid Prices

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

Quantities submitted by the bidder..

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

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

document. Employer will not compensate the bidder (contractor) for any change in duties, taxes and other levies

payable by the contractor under the contract and any other reasons.

• The percentage rate and bid price quoted by the bidder shall be fixed up to the completion of Work and shall not be

subject to adjustment on any account, except where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

rejected by the Employer as non-responsive.

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

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

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

agreeing to the request will not be required or permitted to modify his bid, but will be required to extend the validity

of his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

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 possible.

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

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

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

and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

shall be of Ahmedabad City only.

Ahmedabad Municipal Corporation

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

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

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

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

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

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

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

• 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 bidder.

Ahmedabad Municipal Corporation

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

“Contract Price”).

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

Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the Successful Bidder. It

will be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

otherwise, subject to furnishing the security deposit before signing the Agreement with the Employer.

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

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

22.0 SECURITY DEPOSIT

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

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

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

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

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

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

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

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

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

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

bank 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

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

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

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

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

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

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

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

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

furnish these to the Engineer-in- Charge one month before the expiry date of the aforesaid Guarantees

originally furnished failing which the existing Bank Guarantees shall be invoked by the Engineer – in –

Ahmedabad Municipal Corporation

charge. Also in case of any deficit in securities on any account as might occur or is noticed, the Contractor

shall forthwith recoup/replace the same with acceptable Security Deposit.

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

completed in all respects.

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

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

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

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

within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

25.0 LITIGATION HISTORY

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

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

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

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

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

venture may result in disqualification for proposed work.

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

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

taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

Contractor from any contractual obligations or responsibility under the Contract.

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

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

supply of material or engagement of labour.

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

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

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

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

personnel listed in the Schedule.

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

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

his work force, the Contractor shall ensure that the person leaves the Site within seven days and has no

further connection with the work in the Contract.

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

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

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

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

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

claim on this account whatsoever shall be entertained. All Basic amenities shall be provided by the

Contractor to Labours as per the prevailing labour Laws.

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

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

time in respect of,

Safety of the works

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

• 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

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

working and inspection. It shall be designed to take all incidental loads. It should cater to the safety

features for workmen. It shall be ensured that no damage is caused to any structure due to scaffolding.

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

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

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

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

obtained by him under intimation to the Owner. Also all initial and running charges and security deposit,

if any in this regard shall be borne by him. The Contractor shall abide by all the rules/ bye laws applicable

in this regard and he shall be solely responsible for any penalty on account of violation of any of the rules

and byelaws in this regard.

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

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

shall be borne by contractor.

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

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

indemnify the Owner against any claim arising out of pilferage / theft, damage, penalty etc. whatsoever on

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

and commissioning work to be done by the Contractor.

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

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

for each item of work shall apply. The works shall be measured by the Contractor jointly with the

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

Engineer shall be supplied by the contractor.

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

Ahmedabad Municipal Corporation

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

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

shall, in his opinion, be appropriate, he shall have the authority to instruct the Contractor to do and the

Contractor shall do any of the following:

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

 Omit any such work,

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

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

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

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

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

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

which he is responsible, any additional cost attributable to such default shall be borne by the Contractor.

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

required for quantities varying from those provided for the items in the contract schedule B.

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

order of priority.

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

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

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

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

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

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

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

analysis based on the following three methods. , the priority of the documents forming the Contract shall

(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

% of the final rate derived.

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

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

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

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

Contractor, and the Engineer.

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

giving early warning.

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

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

amounts certified by the Engineer.

Ahmedabad Municipal Corporation

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

other payments all taxes and duties, which he is bound to recover in accordance with the applicable law.

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

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

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

lay down by AMC/AUDA and any other local bodies while executing the work shall be adhered to. All

taxes of local bodies shall be borne by the contractor. The Contractor shall arrange to give all notices

required by any authority and to pay to such authority all the fees that may have to be paid for the

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

local authorities. He shall protect and indemnify the Owner and its officials & employees against any

claim or liability arising out of violations of any such laws, ordinances, orders, decree, whether by himself

or by his employees or his authorized representatives. Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

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

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

Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

Ahmedabad Municipal Corporation

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

of his obligation under the contract.

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

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

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

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

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

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

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

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

the Employer may be notice terminate the contract immediately.

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

under the contract or otherwise.

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

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

documents made by or on behalf of the contractor.

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

of the Contract.

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

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

the stoppage has not been authorized by the Engineer;

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

(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

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 .C. and will be

disposed of as per instruction of Engineer-in-charge in the best interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

referred an independent Arbitrator appointed by AMC as far possible in consultation with the agency if it

is necessary and such disputes shall be settled in accordance with the arbitration and conciliation Act.

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

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

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

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

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

accepted as completed fully in accordance with the sanctioned specifications.

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

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

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

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

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

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

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

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

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

clause17 in 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

(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.

Ahmedabad Municipal Corporation

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

to the contractor or procured by him and intended to be used for the execution of the work or any part

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

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

pursuance, of notice given to the contractor under clause

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

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

23.0 Drawings and Photographs of the Works

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

payment will be made to the contractor for this. . The contractor shall have to submit the same in hard

copy as well as soft copy as and when demanded by the AMC.

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

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

employees of his sub-Contractors without the prior approval of the Engineer in writing. No photographs/

videography shall be published or otherwise circulated without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

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Ahmedabad Municipal Corporation

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

(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

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.

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

Ahmedabad Municipal Corporation

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<

(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

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe yuze.mexe yuLSlegh /

zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle

ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

(14) yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

(15) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtc>the (òlbtj)

ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the

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

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

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

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

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

Fao ftuLx[tfxhu CtudJJtltu hnuNu.

(17) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt

(18) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR sJtltu hnuNu. yLg&t <ule lwfNtlle sJtc>the

ftuLx[tfxhle hnuNu.

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

jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

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

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

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

Ahmedabad Municipal Corporation

(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

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

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

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

&<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

(29) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu «tud{um

J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

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

(30) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk

MvuNeVefuNl l ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu >hhtus

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

ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

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

(32) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg >hBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu

<u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

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

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

btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(35) S.yum.xe. ftRLmej îtht lffe fhuj «J<obtl S.yum.xe. CtJ bwsc awfJJtbtk ytJNu.

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

TECHNICAL SPECIFICATIONS:

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

NAME OF WORK:- Carrying out toilet repairing work as per demand in the A- Block,B-Block and C-Block in

the Ahmedabad Municipal corporation compound, in the Central Zone.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all

lead andlift. (i)R.C.C.work

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Cum.

Demolition of Brickwork and stonemasonry including stacking of serviceable materilas and disposal of

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

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Cum.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt.

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and clamps including stacking

the materials with all lead and lift ( for any dia, of pipe)

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt.

Removing and scraping of old deteriorated plaster of any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt.

Ahmedabad Municipal Corporation

Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge, excavated rock,

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

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt.

Half brick masonry in common brunt clay building bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) Conventional

Extra for half brick masonry in super structure above plinth level upto floor two level (B) conventional

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand shall

conform to M-6. Cement mortar shall conform to M-11.

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No. 7 except

the brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by volume.

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall shall be

taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks

shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for frequent

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions

shall not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one Cm.

The rate shall be for a unit of Sq. Mt.

Providing 20 mm th. Double coat Sand face / Mala Cement Plaster on Walls upto floor four level Above

Ground level consisting of 12 mm th. Backing coat of C.M. 1:3 ( 1 cement : 3 Ssand ) & 8 mm th. Finishing

coat of C.M. 1:1 ( 1 cement : 1 sand ) ets. Complete.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt.

Providing and laying 20mm thick smooth water proof cement plaster up to plinth to all surfaces of rubble

masonry/Brickwork / R.C.C. wall in C.M. 1:3 finished smooth with cement punning including scaffolding,

racking of masonry joints, chemical adhesive, G.I. chicken wire mesh etc. complete including cement

punning, water proof admixture.with 10 years warranty and guarantee.

Ahmedabad Municipal Corporation

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt

Distempeing (Two coats) with oil bound washable distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade, over and including a priming coat with alkali

resistance primer of approved brand after thoroughly brushing the surface and other foreign matter and

also including preparing the surface even and sand parpered smooth.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of one sq. metre

Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty) or equivalent & two coats of

primer of approved brand and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of one sq. metre

Applying priming coat over new steel and other metel surface after and including preparing

the surface by throughly cleaning, oil, grease, dirt and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand paper with ready mixed priming paint brushing red lead.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt

Removing dry or oil bound distemper by a washing and scraping and sand papering

the wall surface smooth including necessary repairs to scratches complete.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt

Ahmedabad Municipal Corporation

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of formwork and reinforcement for

reinforced concrete work in (K)Vertical and Horizontial its upto floor two level.

Extra for additional lift of concrete for all R.C.C. work above floor two level excluding cost of reinforcment

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates

40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth.

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit

shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately to

1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342

Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

aggregate by volume aggregate to coarse water per

concrete per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

aggregate by volume but

M-150 (1:2:4) 220 ” subject to and upper 32 “

limit of 1:1/2 and lower

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of the

mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the

Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give a

concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no

case greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally considered

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum size

of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance between

the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not be

important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

Ahmedabad Municipal Corporation

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in terms

of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of suitable

sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms x

cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled without shaking

ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case of

damp sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and so maintained throughout the construction. Measured quantity of

aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute of dry mixing, measured quantity of water

required for each batch of concrete mix shall be added gradually and mixing continued for another one

and half a minute. Mixing shall be continued till materials are uniformly distributed and uniform color of the

entire mass is obtained and each individual particle of the coarse aggregate shows complete coating of

mortar containing its proportionate amount of cement. In no case shall the mixing be done for less than

minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it

shall be done on the smooth watertight platform large enough to allow efficient turning over the ingredients

of concrete before and after adding water. Mixing platform shall be so arranged that no foreign material

gets mixed with concrete nor does the mixing water flow out. Cement in required number of bags shall be

placed in a uniform layer on top of the measured quantity of fine and coarse aggregate, which shall also

be spread in a layer of uniform thickness on the mixing platform. Dry coarse and fine aggregate and

cement shall then be mixed thoroughly by turning over to get a mixture to uniform color. Specified quantity

of water shall then be added gradually through a rose-can and the mass turned over till a mix of required

consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent above that

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in

a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the

mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of

10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to permit

him to inspect and accept the false work and forms as to their strength, alignment, and general fitness but

such inspection shall not relieve the contractor of his responsibility for the safety of men, machinery,

materials and for results obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter with

helper shall invariably be kept present throughout the period of concreting. Movement of labour and other

persons shall be totally prohibited for reinforcement laid in position. for access to different parts, suitable

mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For ensuring

proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in position is not

disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied to the

reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before

placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall not

be placed against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its

discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall be

Ahmedabad Municipal Corporation

deposited n horizontal layers to a compacted depth of not more than 0.45 meter when internal vibrators

are used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a

height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such a

way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it

shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar

composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of mortar

shall be freshly mixed and placed immediately before placing of new concrete. Where concrete has not

fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle brushes,

care being taken to avoid dislodgment of any particles of coarse aggregate. The surface shall then be

thoroughly wetted, all free water removed and then coated with neat cement grout. The first layer of

concrete to be placed on this surface shall not exceed 150 mm in thickness and shall be well rammed

against old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators,

unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under

water, where vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site so

that spare equipment is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate

and begins to cream up to form an even surface. Compaction shall be completed before the initial setting

starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed

that needle vibrators are not applied on reinforcement which is likely to destroy the bond between

concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running

water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be

covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial set

and shall be kept continuously wet for a period of not less than 14 days from the date of placement.

Masonary work over foundation concrete may be started after 48 hours of its laying but curing of concrete

shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being

tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units.

The minimum frequency of sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each sample,

five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be taken on

each day of the concreting as per above frequency. The number of specimens may be suitably increased

as deemed necessary by the Engineer-in-charge when procedure of tests given above reveals a poor

quality of concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the lowest value is not less than 85% of the specified strength. If the concrete

made in accordance with the proportions given for a particular grade, does not yield the specified strength;

such concrete shall be classified as belonging to the appropriate lower grade. Concrete made in

accordance with the proportions given for a particular grade shall not, however, be placed in a higher

grade on the ground that the test strength are higher than the minimum specified.

Ahmedabad Municipal Corporation

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form

work. While fixing the time for removal of form work, due consideration shall be given to local conditions,

character for the structure, the weather and other condition that influence the setting of concrete and of

the materials used in the mix. In normal circumstances (generally where temperatures are above 200 C)

and where ordinary concrete is used, forms may be struck after expiry of periods specified in item No

9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.

Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in order

to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly

lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and

gradually. Where internal metal ties are permitted, the or their removable parts shall be extracted without

causing any damage to the concrete and remaining holes filled with mortar. No permanently embedded

metal part shall have less than 25 mm cover to the finished concrete surface. Where it is intended to re-

use the form work, it shall be cleaned and made good to the satisfaction of the Engineer-in-charge. After

removal of form work and shuttering, the Executive Engineer shall inspect the work and satisfy by random

checks that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete

member and used for shuttering or any other purpose shall be cut inside the cement concrete member to

a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by cement

mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all other holes

and depressions honeycomb spots, broken edges or corners and other defects shall be thoroughly

cleaned, saturated with water and carefully pointed and rendered true with mortar of cement and fine

aggregate mixed in the proportions used in the grade of concrete that is being finished and of as dry

consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to ensure

thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as

to effect the strength of the structure materially or to endanger the life of the steel reinforcement, he may

declare the concrete defective and require the removal and replacement of the portion of the structure

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete

laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and

steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

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

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out for

reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall be

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2 (1

cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall

be placed between the bars and shuttering as to secure and maintain the requisite cover of concrete over

the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in

position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

Ahmedabad Municipal Corporation

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with

slotes accurately out in them. The temphtes shall be removed after concreting has been done below it.

The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their

position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are not

likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of thin

neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

Conveyance charge of lime , murrum, building rubbish, earth manure or sludge, and excavated earth and

fly ash upto lead of 5.00 Kms

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Cmt

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement

mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over and jointed

with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing

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

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble

stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even

surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with

it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to

granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs

shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be

15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar

1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum

thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness

shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before

laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted

and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or

depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like

consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey

cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded

in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the

surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.

under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra

Ahmedabad Municipal Corporation

shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at

different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be

measured under flooring.

The rate shall be for a unit of one sq. metre.

Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on a bed of

12 mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in white cement.

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as

specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and

plumb. The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm.

thick backing of cement mortar in specified proportion shall be applied on the surface in true like and level

generally as per specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed

tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after

the flooring is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the

intersections of the horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true

to entire line both ways and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as

possible to the adjoining tiles and any difference in the thickness of the glazed tiles shall be evened out in the

cement paste so that all the tiles faces are set in conformly with one another. The skirting shall project uniformly

and not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be truly

horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever required. The tiles

shall be cut (sawn) and thin edges smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In

case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement

tilesThe white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall

have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of

bedding the base shall be cleared with well wetted. The mortar shall then be spread in thickness not less than

mm at any place and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the

The tiles before laying shall be soaked in water for atleast two hours

Neat Gracie cement grout at 3.3 Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the

mortar bedding as directed. The edges of the tiles be smeared with neat cement slurry. The tiles shall be well

pressed and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles.

There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line

or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap

coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where

full size tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to

ensure straight and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a

depth of 5 mm. and loose material removed. White cement shall be used for pointing the joints., After fixing the

tile finally in an even the flooring shall be kept wet and allowed to nature undisturbed for 7 days.

Ahmedabad Municipal Corporation

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once

the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures

shall be taken to ensure that the tiles are not damaged inany way till the completion of the construction.

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of the

flooring shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may

be. The paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any

opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in

the same rooms.

The rate shall be for a unit of one sq. metre.

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1-cement : 3- coarse sand) and jointed with white cement slurry .For Dado

Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

Ceramic tiles shall be of approved colour and quality. The tile shall be even, sound regular in shape

and generally uniform in colour. It shall be without any soft veins, cracks of flows.

All angles and edges of the slabs shall be true square and free form chippings and giving plain surface. The

thickness shall be 10 mm to 15 mm. as specified in the item but not less than 10 mm. at any place.

Claddding for the ceramic tiles shall be cement mortar 1:3 (1 cement : 3 coarse sand) as given in the description

of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of the specified mix and 10 mm thickness

shall be then be spread. Top surface of the mortar shall then be corrected by adding fresh mortar at hollows or

depressions. The mortar shall then be allowed to harden bit. Over this surface, cement slurry of honey like

consistency shall be applied. The slab shall then be gently place in position and tapped with wooden mallet till it

is properly pedded in level with and close to the adjoining slab. The joint shall be as fine as possible. The tiles

fixed in the floor adjoining the wall shall enter not less then 10 mm. under the plaster skirting or dado. The

junction between the wall floor shall be finished neatly. The finished surface shall be true to levels and slopes as

The cladding shall be kept wet for a minimum period of 7 days. So that joints set properly.

The floor shall then be washed clean with water. The holes required for Nahni traps, pipes any other fittings

shall be made without any extra cost.

Mode of measurements & payment :

The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured along the finished

faces of risers, skirting or dado. Height shall be measured from finished level of treads or floor to top. Lining of

pillar shall be measured under this item.

The rate shall be for a unit of sq. metre.

Providing & Laying 18 mm thick Mirror polish granite For flooring , counter , stair -riser , tread , skirting

Sill , dedo etc. machine cut or chiselled on bed of cement mortar 1:1 pointing with neat cement slurry incl.

moulding , with groove etc. comp. as per instruction of engineer in charge.

Ahmedabad Municipal Corporation

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of smt

Providing and fixing Black or any approved colour Granite Stone Counter for wash basin and sitting

arrangement etc. The counter shall be sandwich type and shall have Polished kotah stone as base on

which the granite stone shall be resting. The counter shall be embedded in the wall atleast 50 mm and

shall be self resting and / or having granite stone as base. The visible edges of the Polished Kotah stone

shall be cladded with the Granite stone. The shape of the final product shall be of any shape in plan.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Smt

Dismentling doors ,windows, ventilators etc.(wood or steel) shutters including chowkhats

architraves,hold fasts and other attachment etc.complete and stacking the material within all lead and

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

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of

frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for stiles and 15 mm x

mm for to p and bottom rails. M.S. frames hall have a coat of steel primers of approved make and

manufacture, M.S. frames hall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x

mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to prail, lock rail and bottom rail on either

side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet as gap insert for to p rail and bottom rail,

Panelling of 5 stiles and rails with 30 mm wide x 5 mm thick PVC sheet beading on eighter side, and joined

together with solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm width is to be

stculkon the interiors ide of the ‘c’ channel using PVC solventcement adhesive etc. complete as per

direction of Engineer incharge, manufacture’s specification and drawing.

PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item description. The size of the

door shall be as per the drawing. The overall thickness of PVC doors shall be 24 mm. The aluminium fixtures and

fastenings shall be fixed to the shutters as directed by the engineer-in-charge.

The doors shall be of Sintex or any other approved make.

The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle, tower bolt, aldrop

etc.); pilot holes of 3 mm shall be pre-drilled and then hinges is to be fitted on door. Screws shall not hammered

on the door but fastened by hand/electric screw driver.

Mode of measurement:

The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and fixed by the

contractor. No separate payment for the aluminum fixtures and fastenings shall be payable.

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm.

size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)

Ahmedabad Municipal Corporation

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm. size

including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

Dismantling santtary fittings like wash basin . W.C.pan Indian and European type, flushing tank

etc.including stacking the materials with all lead and lift.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed

concrete, foot reste and trap to be measured and paid for separately)

(A) Vitreous China.(I) Long pattern = White colour.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing l00mm size P or S trap for water closet squatting pan including jointing the trap with

the pan and soil pipe in cement Mortar 1:1 (l-Cement : I-Fine sand)(A) Vitreous China.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement Mortar 1:1 (I- Cement : 1-fine sand) (Seal and

cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in white colour.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

Ahmedabad Municipal Corporation

The rate shall be for a unit of Each.

Providing and fixing 12.5Litres low level flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon, 15mm nom.nal size brass ball valve with

polythene float,C.P brass handle unions and couplings for connections, with inlet,outlet and

overflowpipes ,40mmdia.porcelain enamelled flush bend including cutting holes in walls and making

good the same connecting the flush bend with cistern and closet (overflow pipe to be measured and

paid for separately)(A) Vitreous China (I) In white colour.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing 12.5 Litres high level C.I. flushing cistern with A pair of C.I. or Mild steel brackets,

complete with fittings such as syplionic arrangement, 15mm nominal size brass ball valve with

polythene float, lever G.I. China (60 cm.) and pull union and couplings for connections with inlet,

outlet and overflow pipes etc. including cutting holes in walls and making good the same (overflow

pipe to be measured and paid fo separately).

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in

pipeline etc.complete.(ii) 25mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing brass screw down stop tap.(A) l5mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing brass screw down stop tap.(B) 20mm dia.

Ahmedabad Municipal Corporation

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing & Fixing C.P. Angle stop cock 15 mm Heavy duty with cap A as approved by engg. in charge

all complete. (N.S.).

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing plastic seat and cover for wash down water closer with C.P. brass hinges and

rubber buffers. (B) Black plastic seal and cover.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets painted white

including sutting holes and making good the same but excluding fittings.(A) Vitreous China:(ii) Flat

Back washbasin 550 mm x v 400mm size. (i) In white colour.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing Urinal or approved quality including conecting the Urinal with wastepipe ,tap

etc.complete.(A) White earthenware flat back or corner type size 430mm x 260mm x 350mm.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing Urinal of approved quality including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern white earthenware 550mm x 300mm.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing in position with clamps etc. 32mm nominal internal diameter galvanised steel

tube flush pipe for high level flushing cistern including connecting the flush pipe with cistern and

closet and making good the walls and floors.

Ahmedabad Municipal Corporation

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mmdia, (B) 40mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mmdia, (B) 40mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and

back nuts. (i) 15mm dia (ii) 20mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing chromium plated, bottle trap with necessary couplings of approved quality

for wash basin.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing Gun metal check or non- return fullway wheel valve.(C) 25mm dia.(D) 32mm

dia.(E) 40mm dia.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of Each.

Providing and fixing ball cock of approved. quality as directed.(B) Abonite (i) 25mm dia (ii) 50mm

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

Ahmedabad Municipal Corporation

The rate shall be for a unit of Each.

Providing and fixing cast iron spigot and socket soil, waste and ventilating pipes of the

following nominal size.(B) 75mm dia .(C) l00mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt.

Providing and fixing in position cowel went to pipes.(B) 75mm dia .(C) l00mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning

design with C.I.screaed down or higned grating including cost of cutting and making good the

walls and floor l00mm inlet and 50mm outlet.(C) l00mm dia.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing laying and jointing in true line and level 15mm dia, 25mm dia, 32mm dia, 40mm dia, 50mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings 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 concealed as

directed including necessary fittings etc. including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Providing & Fixing in position 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 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

(1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved

color Acrylic sheet of standard quality fixed with glazing chips on upper pannel & Laminated sheet on lower

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

Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the fabrication of

doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.

Ahmedabad Municipal Corporation

Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass shall be as

per IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved manufacturers.

All aluminum doors, windows, ventilators and partitions shall be of the type and size as specified. The

doors, windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum windows, shall confirm to IS:

1949, if so specified. All aluminum units shall be supplied with Metallic color anodized finish. The minimum

anodic film thickness shall be 0.015 mm. Doors, windows and ventilators shall be of an approved manufacture.

Fabrication of the units shall be with the extruded sections, cut to correct lengths, mitred and welded at the

corners to a true right angle conforming to the requirements of IS: 1948. Tolerance in overall dimensions shall be

within ± 1.5mm. The frames and shutters shall be free from warp or buckle and shall be square and truly plane.

Punching of holes, slots and other provisions to install fittings or fixtures later shall be made at the correct

locations, as per the requirements.

Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS:

shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of extruded sections

for the various components of the units. However, new sizes, shapes, thickness with modifications to suit snap-fit

glazing clips etc. are being continuously being added by various leading manufacturers of extruded sections,

which are available in the market. As such, the sections of the various components of the unit proposed by the

Contractor, will be reviewed by the GSDWICL and will be accepted only if they are equal to or marginally more

than that given in the codes/as specified.

Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also

be applicable for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of glazing

proposed as indicated in the items of works prepared by the Contractor. A layer of clear transparent lacquer shall

be applied on Aluminium sections to protect them from damage during installation. This lacquer coating shall be

removed after the installation is completed.

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminium butt hinges

with necessary crews. (A) Indian teak wood. (i) Fully Panelled.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of smt.

Providing and fixing 600 mm x 450 mm bevelled edge mirror of superior glass mounted on 6 mm thick

A.C.sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws and washers.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Door closers (Heavy type of 765 number) Hardwire or Everite Prabhat or Equivalent.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

Ahmedabad Municipal Corporation

The rate shall be for a unit of Each.

Labour charges - Plumber (Fitter).

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each.

Labour charges - Plumber(Fitter) Assist Ahmedabad city SOR 2023-24 Iteam Code L026.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Labour charges - Mazdoor (Male) Ahmedabad city SOR 2023-24 Iteam Code L022.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Labour charges - Mason 1st Class Ahmedabad city SOR 2023-24 Iteam Code L018.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-Cement : 2 coarse sand :

stone aggregate 10 mm nominal size) and curing complete SOR-2023-24 05021A .

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of smt.

Extra for providing and mixing water proofing material in Cement concrete in mix proportion

recommended by the manufacturers. SOR-2023-24

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Eper quintle

Ahmedabad Municipal Corporation

Providing & Mixing of Water proof Chemical in Cement mortat for Inside/ outside Plaster work of "Roof "

"Fosroc" or equivalent make in proportion as per company's user manuals & Direction of engg. In charge.

Item shall be executed AS PER SOR, SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN

BY ENGG-IN CHARGE

The rate shall be for a unit of Litre.

CONTRACTOR'S SIGNATURE ADDL.CITYENGINEER

& STAMP (Central Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Tender fee Rs.1500.00 Opening Date :- 31.03.2026

Earnest money Rs. 19984.00 Opening Time:-

Contractors Name Tender No.538

Name of Work:- bægÍtulbtk yb>tJt> BGþrl.ftuvtuohuNl fBvtWLzbtk ytJuj çjtuf ce <&t çjtuf- me btk xtuRjux çjtuf heltuJuNl fhJtlt ftb ctc<.

Sr. Quantity Item Description Rate Per Amount

1 Demolition including stacking of serviceable

materilas and disposal of unserviceable materials

150 with all lead andlift.(i)R.C.C.workSOR-2023-24 1047.38 Cu.M.

GOVERMENT OF GUJARAT R&B

DEPARTMENT 20002 P-140

2 Demolition of Brickwork and stonemasonry

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift. (ii) In Cement Mortar.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 20003B P-140

3 Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 20007A P-140

4 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain

water pipes with fittings and clamps including

stacking the materials with all lead and lift ( for any

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 20015 P-141

5 Removing and scraping of old deteriorated plaster of

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

Building SOR 2023-24 Iteam20045 Iteam No. As

6 Conveyance charges of earth lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock,

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

Ahmedabad Municipal Corporation

7 (i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

75 than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- 593.90 Sqm

Cement : 4 -coarse sand ) in foundation and plinth

(B) Conventional

8 Extra for half brick masonry in superstructure above

plinth level upto floor two level. (B) Conventional

9 Providing 20 mm th. Double coat Sand face / Mala

Cement Plaster on Walls upto floor four level Above

Ground level consisting of 12 mm th. Backing coat

of C.M. 1:3 ( 1 cement : 3 Ssand ) & 8 mm th.

Finishing coat of C.M. 1:1 ( 1 cement : 1 sand ) ets.

10 Providing and laying 20mm thick smooth water

proof cement plaster up to plinth to all surfaces of

/ Brickwork / R.C.C. wall in C.M. 1:3 finished

30 smooth with cement punning including scaffolding, 390.93 Sqm

racking of masonry joints, chemical adhesive, G.I.

chicken wire mesh etc. complete including cement

punning, water proof admixture.with 10 years

warranty and guarantee.

Providing cement vata (10 cms. X 10 cms size)

quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 17015 P-131

12 Distempering ( two coats) with oil bound washable

distemper of app. Brand & manufacture & of reqd.

shade on wall surface to give an even shade over and

incl. a priming coat with distemper primer coat of

app. brand & manufacuture ture after thoroughly

Applying two coats of Birla (white cement based)

or Asian (acryliclapy-putty) or equivalent & two

coats of primer of approved brand and

manufacture on new wall surface to give an even

shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter

and sand papered smooth.

Building SOR 2015-16 Iteam Code

14 Applying priming coat over new steel and other

metel surface after and including preparing

the surface by throughly cleaning, oil, grease,

10 dirt and other foreign matter and scoured 34.34 Sqm

with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

Ahmedabad Municipal Corporation

15 Removing dry or oil bound distemper by

a washing and scraping and sand papering the

wall surface smooth including necessary

repairs to scratches complete.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 18014 P-134

16 Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in

(K)Vertical and Horizontial its upto floor two level.

17 Extra for additional lift of concrete for all R.C.C.

40 work above floor two level excluding cost of 39.85 Cu.M.

18 Providing and laying cement concrete 1:4:8 (1-

Cement : 4- coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth Building SOR 2023-24 Iteam

05004A AIteam No. As Per NBO 5.3.3

19 Conveyance charge of lime , murrum, building

rubbish, earth manure or sludge, and excavated earth

50 and fly ash upto lead of 5.00 Kms. 235.51 Cu.M.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT E027 P-44

20 Providing and laying polished Kota stone slab

(Polished, Green colour) flooring over 20 mm.

(average) thick base of cement mortar 1:6 (1 cement

: 6 coarse sand) or lime mortar 1:1.5 laid over and

joined with grey cement slurry including rubbing

and polishing complete.25 mm th

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 14012AA P-121

21 Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

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

sand ) finishing with flush pointing in white cement.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 14008AA P-120

22 Providing and laying white glazed tiles 6mm thick in

skrting risers of steps and dedo on 10mm thick

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

jointed with white cement slurry .For Dado

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 14009AA P-120

Ahmedabad Municipal Corporation

23 Providing & Laying 18 mm thick Mirror polish

granite For flooring , counter , stair -riser , tread

skirting , Sill , dedo etc. machine cut or chiselled on

bed of cement mortar 1:1 pointing with neat cement

slurry incl. moulding , with groove etc. comp. as per

instruction of engineer in charge.

24 Providing and fixing Black or any approved colour

Granite Stone Counter for wash basin and sitting

arrangement etc. The counter shall be sandwich type

and shall have Polished kotah stone as base on

which the granite stone shall be resting. The counter

shall be embedded in the wall atleast 50 mm and

shall be self resting and / or having granite stone as

base. The visible edges of the Polished Kotah stone

shall be cladded with the Granite stone. The shape of

the final product shall be of any shape in plan.

25 Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves, hold fasts and other

attachment etc. complete and stacking the

material within all lead and lift.(i) Not exceeding

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 20013A P-141

26 Providing and fixing 30 mm thick FACTORY

MADE SOLID PANEL PVC DOOR SHUTTER

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

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

mm wide x 5 mm thick PVC sheet beading

on eighter side, and joined together with

solventcement adhesive,. An additional 5 mm thick

PVC strip of 20 mm width is to be stculkon the

interiors ide of the ‘c’ channel using PVC

solventcement adhesive etc. complete as per

direction of Engineer incharge, manufacture’s

specification and drawing.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 10036 P-90

27 Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

10 cm. x 7 cm. size including 3 coats of oil

painting to wood work etc.complete. (upto 10 ton)

Ahmedabad Municipal Corporation

28 Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

alround, square or round bars with round headed

bolts and nuts or by screws (A) Plain Grill. (upto

Building SOR 2023-24 Iteam Cod 10025AA Iteam

29 Dismantling santtary fittings like wash basin .

W.C.pan Indian and European type, flushing tank

etc.including stacking the materials with all lead and

30 Providing and fixing water closet squatting Pan

(Indian type W.C. Pan) size 580mm (Earthwork, bed

concrete, foot reste and trap to be measured and

10 paid for separately) 926.10 Each

(A) Vitreous China.(I) Long pattern = White colour

SOR -2023-24 GOVERMENT OF GUJARAT

R&B DEPARTMENT23009 P-165

31 Providing and fixing l00mm size P or S trap for

water closet squatting pan including jointing the trap

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

Cement : I-Fine sand)(A) Vitreous China.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23011 P-165

32 Providing and fixing wsh down water closet

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

including jointing the trap with soil pipe in Cement

Mortar 1:1 (I- Cement : 1-fine sand) (Seal and

cover to be measured and paid for separately)(A)

vitreous China Pattern :(i) in white colour

SOR -2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23010 P-165

33 Providing and fixing 12.5 Litres low level

flushing cistern with a pair, of C.I. or Mild

brackets, complete with fittings such as lead

valve less syphon, 15mm nom.nal size brass ball

valve with polythene float, C.P brass handle

unions and couplings for connections, with inlet,

outlet and overflow pipes, 40mm dia.

porcelain enamelled flush bend including

cutting holes in walls and making good the same

connecting the flush bend with cistern and closet

(overflow pipe to be measured and paid for

separately)(A) Vitreous China (I) In white colour

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23013 P-165

Ahmedabad Municipal Corporation

34 Providing and fixing 12.5 Litres high level C..I.

flushing cistern with A pair of C.I. or Mild steel

brackets, complete with fittings such as

syplionic arrangement, 15mm nominal size brass

ball valve with polythene float, lever G.I. China (60

cm. ) and pull union and couplings for

connections with inlet, outlet and overflow pipes

etc. including cutting holes in walls and making

good the same (overflow pipe to be measured

and paid fo separately)

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23014 P-165

35 Providing and fixing G.I. inlet connection for

flush pipe with W.C. Pan

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23016 P-209

36 Providing and fixing chromium plated brass half

trun flush cock of approved quality including

fixing in pipe line etc. complete.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23032B P-168

37 Providing and fixing brass screw down stop tap.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23030A P-167

38 Providing and fixing brass screw down stop tap.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23030A P-168

39 Providing & Fixing C.P. Angle stop cock 15 mm

Heavy duty with cap A as approved by engg. in

30 charge all complete. (N.S.) 403.39 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT M718 P-28

40 Providing and fixing plastic seat and cover for

wash down water closer with C.P. brass hinges and

9 rubber buffers. (B) Black plastic seal and cover. 288.45 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23017 P-166

41 Providing and fixing washbasin with single hole for

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

including sutting holes and making good the same

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

Back washbasin 550 mm x v 400mm size. (i) In

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23018 P-166

Ahmedabad Municipal Corporation

42 Providing and fixing Urinal or approved quality

including conecting the Urinal with wastepipe ,tap

etc. complete. (A) White

9 earthenware flat back or corner type size 430mm 1026.01 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23033 P-168

43 Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.

30 (A) Squating plate pattern white earthenware 1535.63 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23034 P-168

44 Providing and fixing in position with clamps etc.

32mm nominal internal diameter galvanised steel

tube flush pipe for high level flushing cistern

including connecting the flush pipe with cistern and

closet and making good the walls and floors.

SOR- 2023-24 GOVERMENT OF GUJARAT R&B

45 Providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mmdia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23020A P-166

46 Providing and fixing C.P. brass waste for

washbasin or sink. (B) 40mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23020B P-166

47 Providing and fixing M.I. fisher union for

washbasin or sink. (A) 32mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23021A P-166

48 Providing and fixing M.I. fisher union for

washbasin or sink. (B) 40mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23021B P-166

49 Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks

20 and back nuts. (i) 15mm dia. 305.67 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23029A P-167

50 Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks

55 and back nuts. (ii) 20mm dia. 351.18 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23029B P-167

Ahmedabad Municipal Corporation

51 Providing and fixing chromium plated, bottle trap

with necessary couplings of approved quality

45 for wash basin. 292.87 Each

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23036 P-168

52 Providing and fixing Gun metal check or non-

return fullway wheel valve.(C) 25mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23031C P-167

53 Providing and fixing Gun metal check or non-

return fullway wheel valve.(D) 32mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23031D P-167

54 Providing and fixing Gun metal check or non-

return fullway wheel valve.(E) 40mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23031E P-167

55 Providing and fixing ball cock of approved.

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

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23037B1 P-168

56 Providing and fixing ball cock of approved.

quality as directed.(B) Abonite (ii) 50mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23037B2 P-168

57 Providing and fixing cast iron spigot and socket soil,

waste and ventilating pipes of the following

35 nominal size.(B) 75mm dia. 732.09 Rmt

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23005BA P-164

58 Providing and fixing cast iron spigot and socket soil,

waste and ventilating pipes of the following

22 nominal size.(C) l00mm dia. 881.64 Rmt

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23005CA P-164

59 Providing and fixing in position cowel went to

pipes.(B) 75mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23006B P-164

60 Providing and fixing in position cowel went to

pipes.(C) l00mm dia

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23006C P-164

Ahmedabad Municipal Corporation

61 Providing and fixing cast iron (Spun) Nahni trap

of the following nominal diameter of self

cleaning design with C.I. screaed down or

higned grating including cost of cutting and

making good the walls and floor l00mm inlet

and 50mm outlet.(C) l00mm dia.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23008 P-164

62 Providing laying and jointing in true line and

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

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

10 or shall be concealed as directed including 71.93 Rmt

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23061 P-170

63 Providing laying and jointing in true line and

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings 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

30 concealed as directed including necessary fittings 90.93 Rmt

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23062 P-170

64 Providing laying and jointing in true line and

level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings 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

30 concealed as directed including necessary fittings 117.97 Rmt

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23063 P-170

65 Providing laying and jointing in true line and

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

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

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

7 or shall be concealed as directed including 146.65 Rmt

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

SOR-2023-24 GOVERMENT OF GUJARAT R&B

DEPARTMENT 23064 P-170

Ahmedabad Municipal Corporation

Providing laying and jointing in true line and

level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

3 wall with the help of clamp at every two metre C/C 193.73 Rmt

or shall be concealed as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.RING

67 Providing & Fixing in position 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

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 (wtt.0.13

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

charge.(N.S.) Ahmedabad city SOR 2023-24 Iteam

68 Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium butt

15 hinges with necessary crews. (A) Indian teak wood. 3034.10 Smt

(i) Fully Panelled. Ahmedabad city SOR 2023-24

Iteam Code 10006AA

69 Providing and fixing 600 mm x 450 mm bevelled

edge mirror of superior glass mounted on

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

to wooden pluge with C.P. brass screws and

washers. Ahmedabad city SOR 2023-24 Iteam Code

70 Door closers (Heavy type of 765 number) Hardwire

35 or Everite Prabhat or Equivalent. Ahmedabad city 466.10 Each

SOR 2023-24 Iteam Code M190

71 Labour charges - Plumber (Fitter) Ahmedabad city

SOR 2023-24 Iteam Code L025

72 Labour charges - Plumber(Fitter)Assist Ahmedabad

city SOR 2023-24 Iteam Code L026

73 Labour charges - Mazdoor (Male) Ahmedabad city

SOR 2023-24 Iteam Code L022

74 Labour charges - Mason 1st Class Ahmedabad city

SOR 2023-24 Iteam Code L018

Ahmedabad Municipal Corporation

75 Providing and laying damp proof course 25mm thick

cement concrete 1:2:4 (1-Cement : 2 coarse sand :

stone aggregate 10 mm nominal size) and curing

complete SOR-2023-24 05021A

76 Extra for providing and mixing water proofing

material in Cement concrete in mix proportion per

recommended by the manufacturers. SOR-2023-24 Quintal

77 Providing & Mixing of Water proof Chemical in

Cement mortat for Inside/ outside Plaster work of

10 "Roof " , "Fosroc" or equivalent make in proportion 165.00 Litre

as per company's user manuals & Direction of engg.

* 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