Repairing Public Toilet of Swatch Bharat Mission at Ankleshwariya Chawl, Galaji Chali No.2, Galajini Chali No.3 and Chhotalal Chawl in Shahpur Ward.

Name of work :- bægÍtul Ntnvwh Jtuzobtk ykfjuµhegtle atje, djtSle atje lk.2, djtSle atje

lk.3, Atuxtjtjle atjebtk MJåA Cth< rbNl yk<od< xtugjux hevuh fhJtlt ftb

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

sealed tenders from interested contractors for the following work at different locations within the

limit of A.M.C.

1 Name of work bægÍtul Ntnvwh Jtuzobtk ykfjuµhegtle atje, djtSle atje lk.2,

djtSle atje lk.3, Atuxtjtjle atjebtk MJåA Cth< rbNl yk<od<

xtugjux hevuh fhJtlt ftb ctc<.

2 Estimated Tender Amount Rs.8,49,900.00 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months (Excluding Monsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

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

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

7 Earnest Money Deposit Rs.8499.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting Tender.

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

applicable on said Tender and bound to bidder with out any condition.

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

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

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

case authorized signatory holding Power of Attorney and Digital Signatory are not the

same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder

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 :- bægÍtul Ntnvwh Jtuzobtk ykfjuµhegtle atje, djtSle atje lk.2, djtSle atje

lk.3, Atuxtjtjle atjebtk MJåA Cth< rbNl yk<od< xtugjux hevuh fhJtlt ftb

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

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

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

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

MUNICIPAL CORPORATION.

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

specified all in accordance with the specification, designs, drawing and instruction in writing

referred to in the said document and with such materials as mentioned for, at the respective rates

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

provisions of these conditions.

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

when required, execute the contract, according to your form 1 of agreement as or in default

where of I/we bound myself/ourselves to forfeit the "Earnest Money Deposit."

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

decided by AMC from the date of receipt of letter of acceptance, you will forfeit the earnest

money paid by me/us and take necessary action as deemed fit.

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

the sum as mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer

If I/We fail to commence the work specified. Otherwise the Employer shall retain the said sum, as

on account of such Security Deposit as provided for in the aforesaid documents.

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

accordance with conditions in the aforesaid documents.

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

tender, which are received. I / We also understand & agree that Municipal Commissioner

Reserves the right to allot number of tenders to successful bidders at his sole discretion in case if I

/ We am/are lowest in more than one 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 tender.

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

in the tender terms and conditions. I am also bound to submit all supporting Genuine Original

documents as and when asked and if any discrepancy found in such documents as well as in the

executed Work with respect to Quality/Quantity at any stage of work or even after completion of

work, it will be solely my Responsibility. I am bound to prove originality of all documents

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

right to take any action/penalty/punishment against me.

Signature of Bidder

Ahmedabad Municipal Corporation

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

quality and/or the construction of road is found to be of an inferior quality under this contract

than in such case Municipal Commissioner/AMC has right to debar/ blacklist permanently.

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

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

time to time on such items on which the same are leviable and the rates quoted by me/us are

inclusive of the same.

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

be disqualified if they have,

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

attachments submitted in proof of the qualification requirements; and/or

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

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

or debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

opened before the due date of opening.

Signature of Bidder

Ahmedabad Municipal Corporation

• 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

Not with standing the above, the Employer may debar or blacklist any of the bidder(s) for

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

decided by the Employer.

6.0 Cost of Bidding

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

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

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

familiarize himself with the site of Works and its surroundings including source of earth,

water, road aggregates etc. and obtain all information that may be necessary for

preparing the Bid and entering into a contract for construction of the Works. The costs of

visiting the Site shall be at the Bidder's own 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 increases / decreases up to any extent.

thereby total amount of work increases / decreases up to any extent.

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

• 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

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

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 (ITB)

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

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

other marked as “Duplicate”, shall be submitted in a sealed envelope by 18:00 Hrs on the

date of physical submission of bid and addressed to the addressee given in the NIT duly

super scribed “Name of Work, Bid due date and time, Name and address of the bidder”

13.0 Bid Prices

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

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

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

other cause shall be included in the rates, prices and total Bid Price submitted by the

Bidder, except otherwise stated in the Bid document. Employer will not compensate

the bidder (contractor) for any change in duties, taxes and other levies payable by the

contractor under the contract and any other reasons.

Signature of Bidder

Ahmedabad Municipal Corporation

• 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

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.

Signature of Bidder

Ahmedabad Municipal Corporation

Signature of Bidder

Ahmedabad Municipal Corporation

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

as non-responsive.

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

non-responsive.

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

returned as promptly as 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.

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

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

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

as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

envelopes shall be marked as follows:-

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

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,

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

prior to expiration of the Bid validity period by writing, facsimile or e-mail confirmed by

registered letter. This letter (hereinafter and in the Conditions of Contract called the

“Letter of Acceptance” will state the sum that the Employer will pay the Contractor in

consideration of the execution, completion, and maintenance of the Works by the

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

“Contract Price”).

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.

Signature of Bidder

Ahmedabad Municipal Corporation

21.0 SIGNING OF CONTRACT AGREEMENT

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

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 &

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

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

the contract the BG value shall be enhanced accordingly. Validity of BG shall be

commercial terms and conditions of the tender.

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

under the terms of this Contract or any other contract or on any other account

whatsoever may be deducted from Security Deposit. Also in the event of the Contractor's

Security Deposit being reduced by reasons of such deductions, as aforesaid, the

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

Charge, make good the deficit in Security Deposit.

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

of Bank Guarantees as may have been furnished by the Contractor from time to time, are

required to be extended/renewed, the Contractor shall get the validity periods of such

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

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

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

any deficit in securities on any account as might occur or is noticed, the Contractor shall

forthwith recoup/replace the same with acceptable Security Deposit.

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

contract are not completed in all respects.

Signature of Bidder

Ahmedabad Municipal Corporation

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

after 45 days of completion date / Final Bill paid date which ever is later. No interest on

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

Security Deposit as stated above.

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

final and binding to the bidder.

25.0 LITIGATION HISTORY

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

resulting from Contractors completed or under execution by him over last five years. If

the details of Litigation History are hidden by the Bidder and later on it comes to the

knowledge of the Employer, the Bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

shall be treat as null and void.

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

partner of a joint venture may result in disqualification for proposed work.

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

knowledge of the employer the bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder

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

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.

Signature of Bidder

Ahmedabad Municipal Corporation

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

liability period to following safety aspects and shall take all necessary steps to ensure that

danger to safety is avoided all the time in respect of,

Safety of the works

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

engaged by him for the works

• 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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

signs, barricading, and cones; when and where necessary, or required by Engineer in

Charge or by any duly constituted authority for the protection of the works or for the

safety and convenience of the public or other.

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

site and avoid damage or nuisance to persons or property of the public and others arising

as a consequence of his method of operation.

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

completion, and defects liability period. The contractor shall be responsible for and to

make good all injuries, damages and repairs, rendered necessary by fire, rain, traffic,

floods or other causes.

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

by the contractor. Nothing extra shall be payable on this account. It shall be provided

strictly with double scaffolding system with all the accessories etc. with adjustable

suitable working platforms to access the areas, with ease for working and inspection. It

shall be designed to take all incidental loads. It should cater to the safety features for

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

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

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

him, shall be made by the Contractor at his own cost and also necessary permissions

directly from relevant Owners shall be obtained by him under intimation to the Owner.

Also all initial and running charges and security deposit, if any in this regard shall be borne

by him. The Contractor shall abide by all the rules/ bye laws applicable in this regard and

he shall be solely responsible for any penalty on account of violation of any of the rules

and byelaws in this regard.

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

the same shall be completely contractor’s responsibility. All the losses due to such

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

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

installation and shall also be responsible for any pilferage, theft, damage, penalty etc. in

this regard. The Contractor shall indemnify the Owner against any claim arising out of

pilferage / theft, damage, penalty etc. whatsoever on this account.

Signature of Bidder

Ahmedabad Municipal Corporation

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

Necessary protective and safety equipments shall be provided to them by the Contractor

at his own cost and used at site.

6.0 Contractor to keep site clean:

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

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

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 made.

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

quantity of the works or any part thereof that may, in his opinion, be necessary and for

that purpose, or if for any other reason it shall, in his opinion, be appropriate, he shall

have the authority to instruct the Contractor to do and the Contractor shall do any of the

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

 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.

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

Engineer-in-charge.

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

a quantity variation.

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

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

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

Contractor and he shall be paid at the rate fixed by Employer which shall be fixed as

lowest of the rates derived by rate analysis based on the following three methods. , the

priority of the documents forming the Contract shall be as follows:

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

14, the rate of extra item shall be that rate and premium (above or below) quoted by

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

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

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

equipment, the cost of all temporary and incidental works, the overheads and the

Contractors profit.

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

the cost of use of all plant, machinery, and equipment, the cost of all temporary

and incidental works.

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

be taken at 10 % of the final rate derived.

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

in his opinion appropriate and shall notify the Contractor accordingly with a copy to the

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

to be included in the Interim Payment Certificates, until rates and prices are agreed as

final by the Employer, the Contractor, and the Engineer.

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

been avoided by giving early warning.

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

recoveries in terms of the contract and taxes at source, as applicable under the law. The

Employer shall pay the Contractor the amounts certified by the Engineer.

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

certificates or as a result of an award from disputes review experts, Contractor shall be

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

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

after having received.

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

continue performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

the Employer, under the contract or otherwise.

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

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

documents and other design documents made by or on behalf of the contractor.

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

fundamental breach of the Contract.

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

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

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

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

for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

breach of Contract and the Contractor fails to correct it within a reasonable period of

time determined by the Engineer;

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

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

the maximum amount of liquidated damages becomes payable as defined in the

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

fraudulent practices in competing for or in the executing the Contract.

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

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

the procurement process or in contract execution. “Fraudulent practice” means a

misrepresentation of facts in order to influence a procurement process or the

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

practice among Bidders (prior to or after bid submission) designed to establish bid

prices at artificial non-competitive levels and to deprive the Borrower of the benefits

of free and open competition.”

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

a cause other than those listed above, the Engineer shall decide whether the breach is

fundamental or not.

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

the Employer including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

the same. He shall also be responsible for the correctness of the positions, levels,

dimensions, and alignment of all parts of the structures as per instructions given to him. If

at any time any error shall appear during the progress of any part of the work, the

contractor shall at his own expense rectify such error if called upon to the satisfaction of

the Engineer in charge.

20.0 Overpayment & Underpayment

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

or under this Contract against the contractor the same may be deducted by the Municipal

Corporation from any sum then due or which at any time thereafter may become due to

the contractor under this contract and failing that under any other contract with the

Municipal Corporation or from any sum due to the contractor with the Municipal

Corporation (which may be available with Municipal Corporation), or from his retention

money, or he shall pay the claim on demand. The Municipal Corporation reserves the right

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

supporting vouchers, abstracts, etc.

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

payment when detected notwithstanding the fact that the amount of the final bill may be

included by the Contractor.

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

respect of any work done by the Contractor or alleged to have been done by him under

the contract, it shall be recovered by the Municipal Corporation from the contractor by

way of all the means prescribed above or if any under payment is discovered by the

Municipal Corporation, any amount due to the contractor under this contract or under

payment may be adjusted against any amount then due or which may at any time

thereafter become due before payment is made to the contractor from him to the

Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

for reasons other than on account of bad or imperfect work, the materials obtained from

dismantling will be the property of the A.M.C. and will be disposed of as per instruction of

Engineer-in-charge in the best interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

whether such disputes arise during the progress of the work or after the completion or

abandonment thereof, shall be referred an independent Arbitrator appointed by AMC as

far possible in consultation with the 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

Signature of Bidder

Ahmedabad Municipal Corporation

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

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

for the inferior work or materials as accepted or made use of.

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

and assessed under clause

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

accordance with the instructions and the requirement of the Engineer-in-charge

in case where there are no specifications.

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

calculations to every item of claims. The decision will have to be implemented by

all the concerned.

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

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

work is situated.

The reference to arbitration proceeding under this clause shall not:

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

5 to take possession of all or any tools, plants, materials and stores in or upon the works

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

for the execution of the work or any part thereof.

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

contractor in any work or from removing such materials to other places, during the

period the work is stopped or suspended in pursuance, of notice given to the contractor

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

Signature of Bidder

Ahmedabad Municipal Corporation

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

Signature of Bidder

Ahmedabad Municipal Corporation

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Signature of Bidder

Ahmedabad Municipal Corporation

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(5) xuLzh Chlth y&Jt vuZele ctc<btk œhuf Ctdeœth y&Jt <u ykdulwk bwFðgthltbwk

^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk

mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl.

frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu

<u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtuu fhe NfNu lrn fu

ftgœtfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve œuJtLþk

Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

Signature of Bidder

Ahmedabad Municipal Corporation

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble

ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu œhuf Ftltbtk sKtJuj Nçœtu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk

Nçœtuubtk sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtflt

Ftltbtk&e hfbbtk Cwj sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt 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

(10) y:- ftbltu «tud{um mbgbgtoœt bwsc fhJtltu hnuNu. yt mbgbgotœt 10 jtF mw^elt ftb

btxu yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu

yuj.ytu.ytR. ytÃg <theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhBgtl

ftble 3% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu

J^thtu awfJJtbtk ytJNu lrnk.

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

vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk

«Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem

RLJtRxuz xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe

ftble hfblt bn•tb 10% juFu (je¾Jezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt œh vwhtk &gujt ftb btxult Au

ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF, 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 œh fh<t J^thtle ftuR

awfJKe ykdult <ublt ftuR œtJt 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 œtJt hsw fhJt nfœth hnuNu lnek.

<ublw xuLzh ChJt <&t <ubtk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb

btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e

WCt &<t ftuR stuFb fu sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt

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

Signature of Bidder

Ahmedabad Municipal Corporation

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 œhuf 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 ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu

<u bwsc ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth

mbd{ ftblu jtdw vzNu.

ce:- xuLzhbtk œNtoJuj ftb mkck^e œM<tJusbtk œNtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau

œNotJuj ¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e

œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu

(yu) yufb ylu fœ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk fœ, ytfth, ytkfzt fœta Ftuxt ntug <tu btvujt fœ, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule

ltuk^ bwfe yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu

<u bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l

fhJe ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk

y&oDxl fhtJJwk.

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

(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u

s c^u NY fhJw vzNu.

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

jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu.

mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

Signature of Bidder

Ahmedabad Municipal Corporation

sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vrhgtœ &tg <tu <ule sJtc>the vK ftuLxtfxhle

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

CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt,

mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s

vtujem Vrhgtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

sJtcœth hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. œhuf ftb fh<t bswhtultu rJbtu

vK W<thujtu ntuJtu stuRyu.

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

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

hnuNu.<&t atjw ftb œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj

ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd fhtJJt sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw

vtjl fhJtlw hnuNu.

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

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

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh<

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

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

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftgœtlw vtjl

fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u

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

ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

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

W<thJtltu <ubs dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

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

bwsc jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl

Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

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

mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt

«Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc

awkfJKe fhJtbtk ytJNu.

(26) atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[tfxhle hnuNu. subtk vevzt, œtuhzt

Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu

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

Signature of Bidder

Ahmedabad Municipal Corporation

(27) M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg

Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

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•tt yuze.mexe yuLSlehgh©elu hnuNu.

(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ 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 œhhtus 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

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

ftve juJtbtk ytJNu.

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

œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex

J^the ytvJtbtk ytJNu.

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

ftuLx[t¾xhu VhSgt< ytvJtlt hnuNu.

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

jd<tk ftb btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

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

bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «J<obtl rlgb bwsc GST awfJJt vtºt &Nu <&t juJtbtk ytJuj

ctfe CtJtu J»to 2023-24 lt S.yum.xe meJtglt yth. yuLz ce. zeJeÍllt hux su Bgwrl. ftuvtuohuNlbtk bkswh

&guj <u bwsc juJtbtk ytJuj Au. su&e <btb cezmuo <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<do<lt ftb mkjøl y.Bgw.ftu.btk v{J<obtl <btb rlgbtu/mh¾gwjhtu jtdw vzNu <ubs JF<tu JF<

&lth mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

Signature of Bidder

Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

M&¤le bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS

ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Item no.01 Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil

0 to 1.5 meter depth.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any

such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls

under this category. For materials and workmanship for earthwork and excavation, relevant

specification IS: 3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all

obstructions, loose stones, materials and rubbish of all kind, bush; wood and all type

trees shall be removed, as directed.

The materials so obtained shall be the property of the Client and shall be conveyed and

stacked as directed, within 50-m. lead. The roots of the trees coming in the sides of the

trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority

/ Municipal Commissioner, before cutting shall be cut after obtaining such permission

from them. It shall be the Client's responsibility to obtain such permission from the

respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which

no extra will be paid.

After cleaning the site, the centerline of the central verge & other constructions will be

given by the Engineer-in-charge. The Contractor shall assume full responsibility for

alignment, elevation and dimension of each and all parts of the work. Contractor shall

supply labours, materials, etc. required for setting out the reference marks and bench

marks made of MS angle iron and embedded in 1:2:4 CC.

They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and

depth, as shown in the drawings or as directed. The Contractor shall do the necessary

shoring and strutting or shall provide necessary slopes to a safe angle or steps, as

required or directed, at his own cost. No extra payment shall be made for such

precautionary measures, taken. The bottom of the excavated area shall be leveled both

longitudinally and transversely, as directed, by removing excess soil and watering, as

required. No earth filling will be allowed for bringing it to level, if by mistake or any

other reason, excavation is made deeper or wider than shown on the drawings or as

directed. The extra depth or width shall be made up with sand filling, as specified for

Signature of Bidder

Ahmedabad Municipal Corporation

the bottom level of the subsequent finishing at the cost of the Contractor or as directed

by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of

supporting all utility services, lighting the excavated areas, separating and stacking

serviceable materials neatly,shoring, timbering, strutting, bailing out water either sub-

soil or rainwater, including pumping at any stage of the work. Excavated areas shall be

kept free of water while masonry or concrete or relevant base works are in progress and

till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas

wherever required inlayers, including ramming and watering, ensuring proper

compaction etc. complete.

The Contractor shall remove the balance of the excavated quantity from the site of

work, to a place, as directed and for all lift.

The lead is the shortest practical route and not necessarily the route actually taken. The

decision of Engineer-In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the

sections shown on the drawing or as per sections given by the Engineer-in-charge. No

payment shall be made for surplus excavation made in excess of above requirements or

due to stepping and sloping back as found necessary, on account of conditions of soil

and requirements of safety.

The rate shall include for clearing the site, surface dressing, making layout for road,

fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4, placed

sufficiently away from the existing traffic lines and establishing bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of

sides of the excavated area, pumping out rain or surface water at any stage of

construction so as to keep the excavated area dry, to the satisfaction of the /Engineer-

The rate shall include leveling and ramming the bottoms of excavations to receive

concrete, etc. including trimming to slope wherever necessary etc. complete.

In filling clods bigger than 50 mm shall not be allowed. Only consolidated

measurements of filling shall be paid. Consolidation to be done by mechanical

compactor as per relevant item.

Item No.02 Providing and laying cement concrete 1:4:8 (1- Cement:4- coarse sand:8- hand

broken stone aggregate 40 mm nominal size) and curing complete excluding cost of

form work in (A) Foundation and plinth.

1.1 Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6.

Stone aggregate 40 mm. Nominal size shall conform to M-12.

Signature of Bidder

Ahmedabad Municipal Corporation

2.0 Workmanship :

2.1 The relevant specification of item No 5.3.2.

2.2 (A) shall be followed for the work except that the work is to be carried out in cement

concrete 1:5:10.

3.0 Mode of measurement and payment :

3.1 The concrete shall be measured for its length, breadth and depth. Limiting dimensions to

those specified on plans or as directed.

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

Item No.03 Brickwork using common burnt clay building bricks having crushing strength not

less than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:6. (1-Cement:

(A) Conventional.

Foundation Masonary:

Providing and laying Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg/Sq. cm. in foundations and plinth in cement mortar 1: 6 (1

cement : 6 fine sand). This includes pointing, curing, scaffolding, etc. complete

Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 6 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two

hours before use or as directed. The cessation of bubbles, when the bricks are wetted with

water is an indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise.

Half or cut bricks shall not be used except when necessary to complete to bond; closer in

such case shall be cut to required size and used near the ends of walls. A layer of mortar

shall be spread on full width for suitable length of the lower course. Each brick shall first be

properly bedded and set home by gently tapping with handle of trowel or wooden mallet.

It side face shall be flushed with mortar before the next brick is laid and pressed against it.

On completion of course, the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all

vertical joint shall be truly vertical. Vertical joints in alternate course shall generally be

directly one over the other.

The thickness of brick course shall be kept uniform. The brick shall be laid with frog

upwards. A set of tools comprising of wooden straight edges, mason’s sprit level, square

half meter rub, and pins, string and plumb shall be kept on the site of work for frequent

checking during the progress of work.

Signature of Bidder

Ahmedabad Municipal Corporation

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All

the connected brick work shall be kept not more than one meter over the rest of the work.

Where this is not possible, the work shall be raked back according to bond (and not left

toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required

to be built in wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not

exceed 12 mm. The face joints shall be raked out as directed by taking tools daily during the

progress of work, when the mortar is still green so as to provide key for plaster or pointing

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar

dropping removed. Curing Green work shall be protected from rain suitably. Masonry work

shall be kept moist on all the faces for a period seven days. The top of masonry work shall

be kept well wetted at the close of the day.

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled,

cleared of all loose materials, cleaned and wetted before starting masonry. If masonry is to

be laid on concrete footing, the top of concrete shall be cleaned and moistened.

The contractor shall obtain the engineer'’ approval for the foundation bed, before

foundation masonry is started.

When puccas flooring is to be provided flush with the top to plinth, the inside plinth offset

hall be kept lower than the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in

foundation up to plinth.

The limiting dimensions not exceeding those shown on the plans or as directed shall be

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made

for embedding in masonry or making holes in respect of following items:

(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where

cross sectional area does not exceed 500 Sq.cm.

(2) Opening not exceeding 1000 Sq.cm.

(3) Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does

not exceed 10 Cms. and the bearing does not extend to the full thickness of wall.

(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,

(5) Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into

masonry and pipes etc. for concealed wiring.

(6) Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make

splaying of jambs, throating and making Arches over the aperture be paid for separately.

Signature of Bidder

Ahmedabad Municipal Corporation

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

Above Plinth Masonary:

Providing and laying Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg/Sq. cm. in cement mortar 1: 6 (1 cement : 6 fine sand) for

superstructure upto floor three level height. This includes pointing, curing, necessary

scaffolding, tools, etc. complete.

Bricks shall conform to M-15. Cement mortar shall conform M-11.

The relevant specifications of item No. 13 shall be followed except that the masonry work

shall be carried out above plinth level to floor two level i.e. for ground floor.

The frames of doors, windows, cupboards, etc. shall be housed into the brick work at the

correct location and level as directed.

The heavy steel doors, window frames etc. shall be built in with brick work but for ordinary

steel doors and windows required opening for frames, hold fasts etc. shall be left in the wall

and frames embedded later on in order to avoid damage to the frames.

Necessary scaffolding shall be provided. The supports of the scaffolding shall be sound and

strong tied together with horizontal pieces over which the scaffolding planks shall be fixed.

Simple scaffolding shall be allowed normally. In this case scaffolding hole shall rest in hold

header horizontal coarse only.

Minimum number of holes shall be left in brick work for supporting horizontal scaffolding

holes. The contractor is responsible for providing and maintaining sufficiently strong

scaffolding so as to withstand all loads likely to come upon it.

For the face of brick work where plastering is to be done joints shall be racked out to a

depth not less than thickness of joints.

The face of brick work shall be cleaned and mortar dropping removed on very same day

that brick work is laid.

Mode of measurement:

The masonry work of G. F. i.e. above plinth level to floor two level shall be measured and

paid under this item.

Brick work in parapet shall be included in the corresponding masonry item of store

immediately below the floor above which the parapet is built. No deduction shall be made

from quantity of brick work.

No extra payment shall be made for embedding in masonry or making holes in respect of

following items:

(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where

cross sectional area does not exceed 500 Sq.cm.

(2) Opening not exceeding 1000 Sq.cm.

Signature of Bidder

Ahmedabad Municipal Corporation

(3) Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does

not exceed 10 Cms. and the bearing does not extend to the full thickness of wall.

(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,

(5) Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into

masonry and pipes etc. for concealed wiring.

(6) Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make

splaying of jambs, throating and making Arches over the aperture be paid for separately.

M/s. shall be on CMT basis.

Item no.04 Extra Rate for brickwork in Above Item for super structure above plinth level upto

floor two level.

As per Item and instructed by engineer incharge.

Payment shall be done in Cmt. basis.

Item no.05 Providing and Laying ordinary cement concrete 1:2:4 (1-Cement: 2-coarse sand: 4-

graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.

complete including the cost of form work but excluding the cost of reinforsement

for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness.

1.0 Materials :

1.1 Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-

6. Grit shall conform to M-8. Coarse aggregate shall conform M -12 B.

2.1 The relevant specifications of item no. 5.4.1 of ordinary concrete shall be followed

except that the concrete mix shall be designed from preliminary tests, the

proportioning of cement and aggregates shall be done by weight and necessary

precautions shall be taken in the production to ensure that the required work cube

strength is attained and maintained. The controlled concrete shall be in grades of M-

100, M-150, M-200, M-250, M-300, M-350, M-400, with prefix controlled added to it.

The letter ‘M’ refers to mix and numbers specify 28 days works cube compressive

strength of 150 mm cubes of the mix expressed in Kg. / Cmt.

2.2 The porportion of cement, sand and coarse aggregates shall be determined by

weight. the weight batch machine shall be used for maintaining proper control over

the porportion of aggregates as per mix design.

The strength requirements of different grades of concrete shall be as under:

Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with

days conducted in accordance I.S. 516-1959

Preliminary test Work test Min Min.

Signature of Bidder

Ahmedabad Municipal Corporation

In all cases, the 28 days compressive strength specified in above table above be the

criteria for acceptance or rejection of the concrete.

Where the strength of a concrete mix as indicated by tests, lies in between the

strength of any two grades specified in the above table such concrete shall be

classified in for all purposes as concrete belonging to the lower of the two grades

between which its strength lies.

2.3 The proportions for ingredients chosen shall be such that concrete has adequate

workability for conditions prevailing on the work in question and can be properly

compacted with means available except where it can be shown to the satisfaction of

the Engineer-in-charge, that the supply of properly graded aggregate of uniform

quality can be maintained till the completion of work. Grading of aggregate shall be

controlled by obtaining the coarse aggregates, in different sizes and being in them in

the right proportions as required. Aggregate of different sizes shall be stocked in

separate stock piles. The required quantity of material shall be stock piled several

hours, preferably a day before use. The grading of coarse and fine aggregate shall be

checked as frequently as possible, the frequency for a given job being determined by

the Engineer-in-charge to ensure that the suppliers are maintaining the uniform

grading as approved for samples used in the preliminary tests.

2.4 In proportioning concrete, the quantity of both cement and aggregate shall be

determined by weight. Where the weight of cement is determined by accepting the

maker’s weight per bag a reasonable number of bags shall be weighted separately to

check the net weight. Water shall either be measured by volume in calibrated tanks

or weighed. All measuring equipments shall be maintained in clean and serviceable

condition. Their accuracy shall be periodically checked.

2.5 In is most important to keep the specified water cement ratio constant and at its

correct value. To this end, moisture content in both fine and coarse aggregates shall

be determined by the Engineer-in-charge, according to the weather conditions. The

amount of mixing water shall then be adjusted to compensate for variations in the

moisture content. For the determination of moisture content in the aggregates, I.S.

2389 (Part III) shall be referred to. Suitable adjustments shall also be made in the

weights of aggregates due to variation in their moisture content. Minimum quantity

of cement to be used in concrete shall not be less than 220 Kg/m3 in plain concrete

and not less than 250 Kg/m3 in reinforced concrete.

3.0 Cleaning & Treatment of forms:

3.0.1 All rubbish, particularly chippings shaving and saw dust shall be removed from the

interior of the form before the concrete is placed and the form work in contact with

concrete shall be cleaned and thoroughly wetted or treated. The surface shall be

then coated with soap solution applied before concreting is done. Soap solution for

Signature of Bidder

Ahmedabad Municipal Corporation

the purpose shall be prepared by dissolving yellow soap in water to get consistency

of paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture

may be applied in case steel shuttering is used. Soap solution or raw linseed oil shall

be applied after thoroughly cleaning the surface. Care shall be taken that the coating

does not get on construction joint surface and reinforcement bars.

3.1 Stripping time:

3.1.1 In normal circumstances and where ordinary cement is used forms may be struck

after expiry of following periods:

(a) Sides of walls columns and vertical faces of beam 24 to 48 hours.

(b) Beams soffits (Props left under) 7 days.

(c) Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

(d) Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

3.2 Procedure when removing the formwork:

3.2.1 All formwork shall be removed without such shock or vibration as would damage the

reinforced concrete surface. Before the soffits formwork and struts are removed, the

soffits and the concrete surface shall be exposed where necessary in order to

ascertain that the concrete has sufficiently hardened.

3.3.1 The centering to be provided shall be got approved. It shall be sufficiently strong to

ensure absolute safely of the form work and concrete work before, during and after

pouring concrete. Watch should be kept to see that behavior of centering and form

work is satisfactory during concreting. Erection should also be such that it would

allow removal of forms in proper sequence without damaging either the concrete or

the forms to be removed.

3.3.2 The props of centering shall be provided on firm foundation or base of sufficient

strength to carry the loads without any settlement.

3.3.3 The centering and form work shall be inspected and approved by the Engineer- in-

charge before concreting. But this will not relieve the contractor of his responsibility

for strength, adequacy and safety of form work and centering. If there is a failure of

form work or centering, contractor shall be responsible for the damages to the work,

injury to life and damage to property.

3.4 Scaffolding:

3.4.1 All scaffolding, hoisting arrangements and ladders etc required for the facilitating of

concreting shall be provided and removed on completion work by contractor at his

own expense. The scaffolding, hoisting arrangements and ladders etc. shall be strong

enough to with stand all live, dead and impact loads expected to act and shall be

subject to the approval of the Engineer-in-charge. However, contractor shall be solely

responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and

Signature of Bidder

Ahmedabad Municipal Corporation

3.4.2 The scaffolding hoisting arrangements and ladders shall allow easy approach to the

work spot and afford easy inspection.

3.4.3 The rate is applicable to all conditions of working and height up to 4 mts. The rate

shall include the cost ofmaterials and labour for various operations involved such as:

(a) Splayed edges, notching, allowance for overlaps and passing at angles, battens

centering, shuttering propping, bolting, nailing, wedging, easing, striking and

(b) Filleting to form stop chamfered edges or splayed external angles not exceeding

mm width to beams, columns and the like.

(c) Temporary openings in the forms for pouring concrete, if required, removing rubbish

(d) Dressing with oil to prevent adhesion of concrete with shuttering, and

(e) Raking or circular cutting.

3.5.1 Before reuse all forms shall be inspected by Engineer-in-charge and their suitability

ascertained. The forms shall be scarred, cleaned and joints gone over, repaired

where required. Inside surface shall be retreated to prevent adhesion of concrete.

4.0 Mode of measurement and payment:

The rate includes cost of form work. The rate excludes cost of reinforcement. The

rate shall be for a unit of one cubic meter.

Item No.06 Half brick masonry in common brunt clay building bricks having crushing strength

not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-Cement: 5-coarse sand) in

foundation and Plinth conventional brickwork (up to 10 ton)

Half Brick Masonary:

Providing and laying brick partition wall of 11.50 cms thick with good quality bricks of

the strength not less than 35 Kg / Sq. c.m. kiln burnt bricks laid in C.M. 1:4 ( 1-

Cement and 4-Coarse sand) including providing 5 cms thick cement concrete bed

1:3:6 ( 1-Cement : 3-Sand : 6-Grit size 6 mm to 10 mm) after every 8 layers of bricks

including racking out the joints, scaffolding, staging curing, etc. complete as per the

standard specifications in true line, level and plumb for super structure at any height

This includes pointing, curing, necessary scaffolding, tools etc. complete. 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 13 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

4 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

Signature of Bidder

Ahmedabad Municipal Corporation

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 checking.

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 be ignored.

The length shall be measured nearest to one Cm. The rate shall be for a unit of Sqmt.

Item No.07 Extra for half brick masonry in super structure above plinth level upto floor two

(B) conventional

As per Item and instructed by engineer incharge.

Payment shall be done in Cmt. basis.

Item No.08 Providing formwork in ordinary timber planking so as to give a rough finish

including centering, shuttering, strutting and propping etc. height of propping and

centering below supporting floor to celling not exceeding 4m & removal of the

same for in situ reinforced or plain concrete work upto floor four level.

(A) Foundation, footings, bases of columns etc. and mass concrete.

(B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1)

Floors etc. upto 200 mm in thickness.

The shuttering to be provided shall be of ordinary timber planks and shall conform to

M-26. The dimensions of scantlings and battens shall conform to the design. The

strength of the wood shall not be less than that assumed in the design.

(a) The form work shall conform to the shape lines and dimension as shown on the

plans and be so constructed as to remain sufficiently rigid during the placing and

compacting of the concrete. Adequate arrangements shall be made by the

contractor to safe guard against any settlement of the form work during the course

of concreting and after concreting. The form work of shuttering, centering,

scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the

interior of the form before the concrete is placed and the form work in contact with

concrete shall be cleaned and thoroughly wetted or treated. The surface shall be

then coated with soap solution applied before concreting is done. Soap solution for

the purpose shall be prepared by dissolving yellow soap in water to get consistency

of paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture

may be applied in case steel shuttering is used. Soap solution or raw linseed oil shall

be applied after thoroughly cleaning the surface. Care shall be taken that the coating

does not get on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck

after expiry of following periods:

(1) Sides of walls columns and vertical faces of beam 24 to 48 hours.

Signature of Bidder

Ahmedabad Municipal Corporation

(2) Beams soffits (Props left under) 7 days.

(3) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 m 14 days

(4) Removal of props slabs, beams and arches

Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

(b) All form work shall be removed without such shock or vibration as would damage

the reinforced concrete surface. Before the soffits form work and struts are

removed, the soffits and the concrete surface shall be exposed where necessary in

order to ascertain that the concrete has sufficiently hardened.

(c) The centering to be provided shall be got approved. It shall be sufficiently strong to

ensure absolute safely of the form work and concrete work before, during and after

pouring concrete. Watch should be kept to see that behavior of centering and form

work is satisfactory during concreting. Erection should also be such that it would

allow removal of forms in proper sequence without damaging either the concrete or

the forms to be removed.

(d) The props of centering shall be provided on firm foundation or base of sufficient

strength to carry the loads without any settlement.

(e) The centering and form work shall be inspected and approved by the Engineer-in-

charge before concreting. But this will not relieve the contractor of his responsibility

for strength, adequacy and safety of form work and centering. If there is a failure of

form work or centering, contractor shall be responsible for the damages to the

work, injury to life and damage to property.

(f) All scaffolding, hoisting arrangements and ladders etc required for the facilitating of

concreting shall be provided and removed on completion work by contractor at his

own expense. The scaffolding, hoisting arrangements and ladders etc. shall be

strong enough to with stand all live, dead and impact loads expected to act and shall

be subject to the approval of the Engineer-in-charge. However, contractor shall be

solely responsible for the safety of the scaffolding, hoisting arrangement, ladders,

work and workman etc.

(g) The scaffolding hoisting arrangements and ladders shall allow easy approach to the

work spot and afford easy inspection.

(h) The rate is applicable to all conditions of working and height up to 4 mts. The rate

shall include the cost of materials and labour for various operations involved such

(i) Splayed edges, notching, allowance for overlaps and passing at angles, battens

centering, shuttering propping, bolting, nailing, wedging, easing, striking and

(j) Filleting to form stop chamfered edges or splayed external angles not exceeding

mm width to beams, columns and the like.

(k) Temporary openings in the forms for pouring concrete, if required, removing

(l) Dressing with oil to prevent adhesion of concrete with shuttering, and

(m) Raking or circular cutting.

(n) Before re-use all forms shall be inspected by Engineer-in-charge and their suitability

ascertained. The forms shall be scarred, cleaned, and joints gone over, repaired

where required. Inside surface shall be retreated to prevent adhesion of concrete.

Signature of Bidder

Ahmedabad Municipal Corporation

Mode of measurements & payment:

(o) Form work shall be measured as the area in square meters of shuttering in contract

with concrete except in the case of inclined member and portion of curved profile

and upper side in which case only area of underside shall be measured for payment.

(p) Form work to secondary beams shall be measured up to the sides of main beams

but no deduction shall be made from the form work of the main beam at the inter

section point. No. deduction shall be made from the form work of a column at inter

section of beams.

(q) The rate is for the completed item.

The rate shall be for a unit of Smt. Basis.

Item No.09 Providing & fixing Steel door with Shutter for steel sheet 18 Gauge, and angel and

40 x 40 x 3 mm and steel doors frame of size 40 x 40 x 5 mm incl. anodised Iron

butt hinges and nece. fitting and fastening with necessary screws. Rate also incl.

two coats of oil paint etc comp. (N.S.)

This work includes p/f steel doors with shutters for steel sheet 18 gauge And

single of 40 X 40 x 3 mm and steel doors frame of size 40 X 40 x 7.5 incl.anodized iron

butt hinges and nece. fitting and fastening with nece. screws. Rate also incl. two coat

of oil paint etc. complete.

The rate shall be for a unit of Smt. Basis.

Item No.10 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-coarse sand )

finishing with flush pointing in white cement.

1.1. Water shall not be salty brackish and shall be clean, reasonably clear and free

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic

matter and other deleterious material which will either weaken the mortar of

concrete or cause efflorescence or attack the steel in R.C.C. Container for transport,

storage and handling of water shall be clean. Water shall conform to the standard

specified in I.S. 456-1978.

1.2. If required by the Engineer-in-Charge it shall be tested by comparison with

distilled water Comparison shall be made by means of standard cement tests for

soundness time of setting and mortar strength as specified in I.S. 269-1976. Any

indication of unsoundness charge in time of setting by 30 minutes or more or

decrease of more than 10 per cent in strength, of mortar prepared with water

sample when compared with the results obtained with mortar prepared with

distilled water shall be sufficient cause for rejection of water under test.

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

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

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

those which produce objectionable stains or other unsightly deposits on concrete or

mortar surfaces

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

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

Signature of Bidder

Ahmedabad Municipal Corporation

3.1. Cement snail be ordinary Portland slag cement as per I.S.269-1976 or Portland

slag cement as per I.S. 455-1976

6.1. Sand shall be natural sand, clean, well graded hard strong, durable and gritty

particles free from injurious amounts of dust, clay kankar nodules, soft or flaky

particles shale, alkali salts organic matter, loam, mica or other deleterious

substances and shall be got approved from the Engineer-in-Charge. The sand shall

not contain more contain more than 8 percent of silt as determined by field test, if

necessary the sand shall be washed to make it clean.

6.2. Coarse Sand :

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

0. The sieve analysis of coarse shall be as under.

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

2.36 mm 90 to 100 300 micron 50 -

1.18 mm 70 to 100 150 micron 0 -

6.3. Fine Sand :

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

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

2.36 mm 100 300 micron 5 -

1.18 mm 75 to 100 150 micron 0 -

11.2. Proportion of Mix

11.2.1. Cement and sand shall be mixed to specified proportion, sand being

measured by measuring boxes, the proportion of cement will be by volume on the

basis of 50 Kg/Bag of cement being equal to 0.0342 Cu.m. The mortar may be hand

mixed of machine mixed as directed.

11.3. Proportion of Mortar :

11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be

thoroughly mixed dry on a clean impervious platform by turning over at least 3 times

or more till a homogeneous mixture of uniform colour is obtained. Mixing platform

shall be so arranged that no deleterious extraneous material shall get mixed with

mortar or mortar shall flow out. While mixing, the water shall be gradually added

and thoroughly mixed to from a stiff plastic mass of uniform colour so that each

particle of sand shall be completely covered with a film of wet cement. The water

cement ratio shall be adopted as directed

11.3.2. The mortar so prepared shall be used within 30 minutes of adding water.

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

shall conform to M-11.

Signature of Bidder

Ahmedabad Municipal Corporation

White glazed tiles

1. The tiles shall be of best quality as approved by the Engineer-in-charge. They shall

be flat and true to shape They shall he fee from cracks, crazing sports chipper) edges

and corners. The glazing shall be of uniform shade.

2. The tiles shall be nominal size of 150 mm x 150 mm unless otherwise, specified.

The maximum variation the stated sizes other than the thickness of tile shall be plus

or minus 1.5 mm. The thickness of tile snail be 6 mm. Except as above the tiles shall

conform to I.S. 1977-19/0.

2.0. Workmanship

2.1.1. The sub grade shall be cleaned, wetted and mopped. The bedding shall then

be laid evenly over the surface tamped and corrected to desired level and allowed to

harden enough to offer a rigid cushion to tiles and to enable the monsoon to place

wooden planks across and squat on it.

2.1.2. The 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 and well wetted. The mortar shall then be spread in thickness not less than

10 mm. at any place and average 12 mm. thickness. The proportion of the cement

mortar shall be as specified in the item.

2.2. Fixing tiles :

2.2.1. The tiles before laying shall be soaked in water for at least tow hours. Neat

gray cement grout at 33 kg/Cement/Sq. mt. of honey like consistency shall be spread

over the mortar bedding as directed. The edges of the tiles shall 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.

2.2.2. The tiles shall not have staggered joints. The joints shall be true to centre line

both ways. The Nahni 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 (Swan) to the 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 or trowel to a depth of 5 mm. and loose material removed. White cement

shall be used for pointing the joints. After fixing the tiles finally in an even plane the

flooring shall be kept wet and allowed to nature undisturbed for 7 days.

2.3. Cleaning :

2.3.1. The surplus cement grout that may have come out of the joints shall be

cleaned off before it sets. Once the floor has set, it shall be carefully washed, cleared

by dilute acid and dried. Proper precautions and measures shall be taken to ensure

that the tiles are not damaged in any way till the completion of the .construction.

3.0. Mode of measurements & payment

3.1. 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

Signature of Bidder

Ahmedabad Municipal Corporation

opening in the floor of area-up to 0.1 sq.mt. Nothing extra shall be paid for laying the

floors at different levels in the same rooms.

3.2. The rate shall be for a unit of one sq. meter.

Item No.11 Providing and laying white glazed tiles 6 mm thick in skrting risers of steps and

dedo on 10 mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed

with white cement slurry.

1.1. Water shall not be salty brackish and shall be clean, reasonably clear and free

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic

matter and other deleterious material which will either weaken the mortar of

concrete or cause efflorescence or attack the steel in R.C.C. Container for transport,

storage and handling of water shall be clean. Water shall conform to the standard

specified in I.S. 456-1978.

1.2. If required by the Engineer-in-Charge it shall be tested by comparison with

distilled water Comparison shall be made by means of standard cement tests for

soundness time of setting and mortar strength as specified in I.S. 269-1976. Any

indication of unsoundness charge in time of setting by 30 minutes or more or

decrease of more than 10 per cent in strength, of mortar prepared with water

sample when compared with the results obtained with mortar prepared with

distilled water shall be sufficient cause for rejection of water under test.

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

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

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

those which produce objectionable stains or other unsightly deposits on concrete or

mortar surfaces

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

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

3.1. Cement snail be ordinary Portland slag cement as per I.S.269-1976 or Portland

slag cement as per I.S. 455-1976

6.1. Sand shall be natural sand, clean, well graded hard strong, durable and gritty

particles free from injurious amounts of dust, clay kankar nodules, soft or flaky

particles shale, alkali salts organic matter, loam, mica or other deleterious

substances and shall be got approved from the Engineer-in-Charge. The sand shall

not contain more contain more than 8 percent of silt as determined by field test, if

necessary the sand shall be washed to make it clean.

6.2. Coarse Sand :

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

0. The sieve analysis of coarse shall be as under.

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

Signature of Bidder

Ahmedabad Municipal Corporation

2.36 mm 90 to 100 300 micron 50 -

1.18 mm 70 to 100 150 micron 0 -

6.3. Fine Sand :

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

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

2.36 mm 100 300 micron 5 -

1.18 mm 75 to 100 150 micron 0 -

11.2. Proportion of Mix

11.2.1. Cement and sand shall be mixed to specified proportion, sand being

measured by measuring boxes, the proportion of cement will be by volume on the

basis of 50 Kg/Bag of cement being equal to 0.0342 Cu.m. The mortar may be hand

mixed of machine mixed as directed.

11.3. Proportion of Mortar :

11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be

thoroughly mixed dry on a clean impervious platform by turning over at least 3 times

or more till a homogeneous mixture of uniform colour is obtained. Mixing platform

shall be so arranged that no deleterious extraneous material shall get mixed with

mortar or mortar shall flow out. While mixing, the water shall be gradually added

and thoroughly mixed to from a stiff plastic mass of uniform colour so that each

particle of sand shall be completely covered with a film of wet cement. The water

cement ratio shall be adopted as directed

11.3.2. The mortar so prepared shall be used within 30 minutes of adding water.

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

shall conform to M-11.

White glazed tiles

1. The tiles shall be of best quality as approved by the Engineer-in-charge. They shall

be flat and true to shape They shall he fee from cracks, crazing sports chipper) edges

and corners. The glazing shall be of uniform shade.

2. The tiles shall be nominal size of 150 mm x 150 mm unless otherwise, specified.

The maximum variation the stated sizes other than the thickness of tile shall be plus

or minus 1.5 mm. The thickness of tile snail be 6 mm. Except as above the tiles shall

conform to I.S. 1977-19/0.

2.0. Workmanship

2.1. Preparation of Surface:

In case of brick masonry wall, the joints shall be raked out to a depth of least 15 mm.

while the masonry is being laid. In case of concrete wall the surface shall be chiseled

and roughed with wire brushes. The surface shall be cleaned and wetted thoroughly

before commencing the laying work.

2.2.1. The wall surface shall be covered with 10 mm. thick plaster of cement mortar

1:3 mix and allowed to harden. The plaster shall be roughened with wire brushes

Signature of Bidder

Ahmedabad Municipal Corporation

both way. The back of tiles shall be floated with grey cement slurry set and edges

with white cement slurry in bedding mortar. The tiles shall be gently tapped in

position on after the other keeping the joints as thin as possible. Top of skirting or

dedo shall be truly horizontal and the joints vertical or as per required pattern.

2.2.2. Risers of steps, skirting and dedo shall rest on top of treads or flooring. Where

full size tiles cannot be fixed, They shall be cut to the required size and the edges be

2.2.3. The joints shall be cleaned and flush pointed with white cement. The surface

shall be kept wet for seven days.

After curing the surface shall be washed clean.

3.0. Mode of measurements and payment

3.1. The rate shall include the cost of all materials and labour required for various

operations described above.

Risers of steps: skirting and dedo shall be measured in square meters, length and

height shall be measured along the finished face of the skirting or dedo including

curves, where special such as covers. internal and external angles, etc., used. The

length and height shall be measured correct lo the centimeter except in case of risers

and skirting where height shall be measured correct to 3 mm

3.2. The rate shall be for a unit of one sq. meter.

Item No.12 Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick

base of cement mortar 1:6 (1-cement: 6-coarse sand) or L.M.1.1.5 (1-Lime putty:

1.5-coarse sand laid over and jointed with grey cement slurry mixed with pigment

to match the shade of slab including rubbing and polishing etc. complete. (A)

mm thick (upto 10 ton)

As per kota stone flooring specification Use kota stone of approved quality and

25mm thick stone in cement mortar 1:6 including all labour, tools, takel, equipment,

and curing etc complete.

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

Item No.13 Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarse sand: 4-

graded stone aggregate 20 mm nominal size) laid in one layer and finished with a

floating coat of neat cement. (A) 40 mm thick. (upto 10 ton)

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-

6. Stone aggregate 20 mm. nominal size shall conform to M-12. Cement concrete of

1:2:4 proportion measured by volume shall conform to relevant specifications of

ordinary grade 1:2:4 concrete.

2.0. Workmanship

2.1. The cement concrete flooring of 40 mm thick (Average) is to be laid as per the

site condition. The concrete shall be mixed in a mechanical mixer at the work. Hand

mixing may however be allowed for smaller quantities of work and in case of failure

of machineries or as permitted by the Engineer-in-charge. It shall be carried out on a

water tight platform and care shall be taken to ensure that mixing is continued until

the mass is uniform in colour and consistency. However is such cases 10% more

cement than otherwise required shall have to be used without any extra cost. The

mechanical mixing shall be done for period of 1.1/2 to 2 minutes. The quantity of

water shall be just sufficient to produce a dense concrete of required workability for

Signature of Bidder

Ahmedabad Municipal Corporation

the purpose, Flooring or specified thickness shall be laid in accordance with

approved pattern or as directed. Finishing operation shall depending upon the

temperature and atmospheric conditions. The surface shall be left for some time till

moisture disappears form it. Fresh quantity of cement shall be mixed with water to

form a thick slurry and spread over the surface while the concrete is still green. Use

of dry cement or cement and sand mixture sprinkled on this surface to stiffen the

concrete or absorb excessive moisture shall not be permitted. The cement slurry

shall then be properly pressed twice by means of iron floats, once when the slurry is

applied and the second time when cement setting and finished floated smooth The

surface shall be marked with string or B.R.C. fabric jali to make the surface non-

slippery as and when directed. The junction of floors with wall plaster, dedo or

skirting shall be rounded off where so required up to 25 mm. radius. Flooring in

lavatories and bath rooms shall be laid after fixing of water closet and squatting pans

and floor traps which shall be plugged while laying the floors and opened after the

floors are completed. Any damage done to water supply or sanitary fittings during

execution of work shall be made good.

2.2. After the final set, the concrete shall be kept continuously wet. if required by

ponding for a period of not less than 7 days from the date of placement.

2.3. The form work shall be provided if necessary as directed by Engineer-in-charge.

Concreting shall be done as per alternate bay method with necessary centering

either by mastic or cement mortar as directed.

3.0. Mode of measurements & payment

3.1. The rate shall include the cost of all materials and labour involved in all the

operations described above. No deduction shall be made or extra paid for any

opening up to 0.1 sq. mt. In area in the floor, nothing extra shall be paid for laying

the floor at different levels in the same room or the counter yard.

3.2. The rate shall be for a unit of one sq. meter.

Item No.14 Providing and laying broken china mosaic flooring for terrace using 12 mm to

mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or

slope and to be tempered to bring mortar creme out upto surface using white

cement including rounding off junctions and extending them upto 15 cm along the

wall, clearing with water and oxalic acid etc. as directed.

Water proofing treatment over roof slab in three courses as specified below:

The existing covering on slab to be removed and surface is prepared. Construction

joints if any, are to be raked and cleaned. A coat of cement slurry at the rate of 4.4.

kg / sqm mixed with acrylic water proofing compound is spread which penetrates

into the structure which will be fill the cracks and other porous areas. 15 mm thick C.

M. 1 : 5 mixed with acrylic water proofing compound reinforced with a layer of

chicken mesh 12 mm x 26 g.

A layer of ¾ brick on edge with gaps filled with C M 1 : 5 mixed with acrylic water

proofing compound, 15 mm wide laid to a slope of 1 in 60 using I class well burnt

bricks (Water absorption not more than 20%) with minimum thickness of 65 mm at

outer ends, to get required gradient for adequate drainage.

c) III and final course :

Signature of Bidder

Ahmedabad Municipal Corporation

15 mm thick C M 1 : 5 mixed with acrylic water proofing compound and marked with

300 mm x 300 mm false squares including curing etc. complete all as per

specifications and directions of the Engineer In Charge.

Note The Acrylic water proofing compound to be used shall be :

1) CHEMSEAL – manufactured by overseas water proofing corporation, Bombay. The

proportion of CHEMSEAL shall be 2% by weight of cement.

2) CONPLAST x 421 IC – integral water proofing liquid manufactured by FOSROC

chemicals (India) Ltd., Bangalore. The proportion of CONPLAST x 421 IC shal be 2% by

weight of cement.

3) ROOF HYPROOF manufactured by ROFFE construction chemicals Pvt. Ltd. liquid

integral waterproofing compound at 140 c. c. per 50 kg of cement OR

4) Equivalent Acrylic approved water proofing compound

5) with Chaina mosaic tiles fitting required size as per site

Mode of measurement in Sq.mt

Item No.15 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm /

300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement: 3-coarse sand) & jointed with white cement slurry.

1.1. Water shall not be salty brackish and shall be clean, reasonably clear and free

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic

matter and other deleterious material which will either weaken the mortar of

concrete or cause efflorescence or attack the steel in R.C.C. Container for transport,

storage and handling of water shall be clean. Water shall conform to the standard

specified in I.S. 456-1978.

1.2. If required by the Engineer-in-Charge it shall be tested by comparison with

distilled water Comparison shall be made by means of standard cement tests for

soundness time of setting and mortar strength as specified in I.S. 269-1976. Any

indication of unsoundness charge in time of setting by 30 minutes or more or

decrease of more than 10 per cent in strength, of mortar prepared with water

sample when compared with the results obtained with mortar prepared with

distilled water shall be sufficient cause for rejection of water under test.

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

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

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

those which produce objectionable stains or other unsightly deposits on concrete or

mortar surfaces

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

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

3.1. Cement snail be ordinary Portland slag cement as per I.S.269-1976 or Portland

slag cement as per I.S. 455-1976

Signature of Bidder

Ahmedabad Municipal Corporation

6.1. Sand shall be natural sand, clean, well graded hard strong, durable and gritty

particles free from injurious amounts of dust, clay kankar nodules, soft or flaky

particles shale, alkali salts organic matter, loam, mica or other deleterious

substances and shall be got approved from the Engineer-in-Charge. The sand shall

not contain more contain more than 8 percent of silt as determined by field test, if

necessary the sand shall be washed to make it clean.

6.2. Coarse Sand :

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

0. The sieve analysis of coarse shall be as under.

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

2.36 mm 90 to 100 300 micron 50 -

1.18 mm 70 to 100 150 micron 0 -

6.3. Fine Sand :

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

Sieve passing Percentage by

I.S. Designation weight

sieve weight passing

2.36 mm 100 300 micron 5 -

1.18 mm 75 to 100 150 micron 0 -

11.2. Proportion of Mix

11.2.1. Cement and sand shall be mixed to specified proportion, sand being

measured by measuring boxes, the proportion of cement will be by volume on the

basis of 50 Kg/Bag of cement being equal to 0.0342 Cu.m. The mortar may be hand

mixed of machine mixed as directed.

11.3. Proportion of Mortar :

11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be

thoroughly mixed dry on a clean impervious platform by turning over at least 3 times

or more till a homogeneous mixture of uniform colour is obtained. Mixing platform

shall be so arranged that no deleterious extraneous material shall get mixed with

mortar or mortar shall flow out. While mixing, the water shall be gradually added

and thoroughly mixed to from a stiff plastic mass of uniform colour so that each

particle of sand shall be completely covered with a film of wet cement. The water

cement ratio shall be adopted as directed

11.3.2. The mortar so prepared shall be used within 30 minutes of adding water.

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

shall conform to M-11.

Coloured glazed tiles

Signature of Bidder

Ahmedabad Municipal Corporation

1. The tiles shall be of best quality as approved by the Engineer-in-charge. They shall

be flat and true to shape They shall he fee from cracks, crazing sports chipper) edges

and corners. The glazing shall be of uniform shade.

2. The other technical specifications for coloured glazed tiles are as per relevant

Indian standards.

2.0. Workmanship

2.1. Preparation of Surface:

In case of brick masonry wall, the joints shall be raked out to a depth of least 15 mm.

while the masonry is being laid. In case of concrete wall the surface shall be chiseled

and roughed with wire brushes. The surface shall be cleaned and wetted thoroughly

before commencing the laying work.

2.2.1. The wall surface shall be covered with 10 mm. thick plaster of cement mortar

1:3 mix and allowed to harden. The plaster shall be roughened with wire brushes

both way. The back of tiles shall be floated with grey cement slurry set and edges

with white cement slurry in bedding mortar. The tiles shall be gently tapped in

position on after the other keeping the joints as thin as possible. Top of skirting or

dedo shall be truly horizontal and the joints vertical or as per required pattern.

2.2.2. Risers of steps, skirting and dedo shall rest on top of treads or flooring. Where

full size tiles cannot be fixed, They shall be cut to the required size and the edges be

2.2.3. The joints shall be cleaned and flush pointed with white cement. The surface

shall be kept wet for seven days.

After curing the surface shall be washed clean.

3.0. Mode of measurements and payment

3.1. The rate shall include the cost of all materials and labour required for various

operations described above.

Risers of steps: skirting and dedo shall be measured in square meters, length and

height shall be measured along the finished face of the skirting or dedo including

curves, where special such as covers. internal and external angles, etc., used. The

length and height shall be measured correct lo the centimeter except in case of risers

and skirting where height shall be measured correct to 3 mm.

3.2. The rate shall be for a unit of one sq. meter.

Item No.16 Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of

single or half brick walls for interior plastering up to floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-cement: 3-sand)

1.1. Water shall conform to M-1. The cement mortar of proportion 1:3 shall conform

2.0. Workmanship

2.1. Scaffolding:

Wooden bullies, bamboos, planks, trestles and other scaffolding shall be sound.

These shall be properly examined before erection and use. Stage scaffolding shall be

provided for ceiling plaster which shall be independent of the walls.

2.2. Preparation of back-ground :

Signature of Bidder

Ahmedabad Municipal Corporation

2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of

algae, efflorescence and other foreign matter by water or by brushing. Smooth

surface shall be toughened by wire brushing if it is not hard and by hacking if it is

hard. In case of concrete surface, if a chemical retarded has been applied to the form

work, the surface shall be roughened by wire brushing and all the resulting dust and

loose particles cleaned off and care shall be taken that none of the readers if left on

the surface. Trimming of projections on brick/concrete surfaces where necessary

shall be carried out to get an even surface.

2.2.2. Raking of joints in case of masonry where necessary shall be allowed to dry

out for sufficient period before carrying out the plaster work.

2.2.3. The work shall not be soaked but only damped evenly before applying the

plaster. If the surface becomes dry, such area shall be moistened again.

2.2.4. For external plaster, the pestering operation shall be started from top floor

and carried downwards. For internal plaster, the plastering operations may be-

started wherever the building frame and cladding work are ready and the temporary

supports of the ceiling resting on the wall of the floor have been removed. Ceiling

plaster shall be completed before starting plaster to walls.

2.3. Application of plaster:

2.3.1. The plaster about 15x15 cms. shall be first applied horizontally and vertically at

not more than 2 meters intervals over the entire surface to serve as gauge. The

surfaces of these gauges shall be truly in plane of the finished plastered surface. The

mortar shall then be applied in uniform surface slightly more than the specified

thickness, then brought to a true surface by working a wooden straight edge

reaching across the gauges with small upward and sideways movements at a time.

Finally, the surface shall be finished off true with a trowel or wooden float according

as a smooth or a smooth or a sandy granular texture is required Excessive troweling

or overworking the float shall be avoided. All corners, arises, angles and junctions

shall be truly vertical or horizontal as the case may be and shall be carefully finished.

Hounding or chamfering, corners, arises junctions etc. shall be carried out with

proper templates to be size required.

2.3.2. Cement plaster shall be used within half an hour after addition of water. And

mortar or plaster which is partially set shall be rejected and removed forthwith from

2.3.3. In suspending the work at the end of the day, the plaster shall be left out clean

to the line both horizontally and vertically, when recommencing the plaster, the

edges of the old work shall be scraped clean and wetted with cement putty before

plaster is applied to the adjacent areas to enable the two to properly join together.

Plastering work shall be closed at the end of the day on the body of the wall and

nearer than 15 cm. to any corners or arises. It shall not be closed on the body of

features such as plaster bands and cornices not at the corners or arises. Horizontal

joints in plaster work shall not also occur on parapet tops and copings as these

invariably lead to leakage. No portion of the surface shall be left out initially to be

packed up later on.

2.3.4. Each coat shall be kept damp continuously till the next coat is applied or for a

minimum period of 7 days. Moistening shall commence as soon as plaster is

hardened sufficiently. Soaking of walls shall be avoided and only as much water as

can be readily absorbed shall be used, excessive evaporation on the sunny or

Signature of Bidder

Ahmedabad Municipal Corporation

windward side of building in hot air or dry weather shall be prevented by hanging

matting or gunny bags oh the outside of the plaster and keeping them wet.

3.0. Mode of measurements & payment

3.1. The rate shall include the cost of all materials, labour and scaffolding etc.

involved in the operations described under workmanship.

3.2. All plastering shall be measured in square meters unless otherwise specified.

Length breadth or height shall be measured correct to a centimeter.

3.3. Thickness of the plaster shall be exclusive of he thickness of the key i.e. grooves

or open joints in brick work, stone work etc. or space between laths. Thickness of

plaster shall be average thickness with minimum 10 mm. at any point on this surface.

3.4. This item includes plastering up to floor two level.

3.5. The measurement of wall plastering shall be taken between the walls or

partition (dimensions before plastering being taken) for length and from the top of

floor or skirting to ceiling for height. Depth of cover of cornices if any shall be

3.6. Soffits of stairs shall be measured as plastering on ceilings, following soffits shall

be measured separately.

3.7. For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. met each in area

for ends of joints beams, posts, girders, steps etc. not exceeding 0.5 sq. mt each in

area and for openings exceeding 0.5. sq. mt and not exceeding 3.00 sq. mt. in each

area deductions and additions shall be made in the following manners.

(a) No deductions shall be made for ends of joints, beams, posts etc. and openings

not exceeding 0.5 sq. mt each and no addition shall be made for reveals, jambs,

soffits, sils etc. of these openings, for finish to plaster around ends of joints, beams

(b) Deduction for openings exceeding 0.5 sq. mt but not exceeding 3 sq.mt. each

shall be made as follows and no addition shall be made for ravels, jambs, soffits, sills

etc. of these openings, (i) When both faces of all wall are plastered with same

plaster, deduction shall be made for one face only, (ii) When two faces of wall are

plastered with different types of plasters or if one face is plastered and the other

pointed, deductions shall be made from the plaster or pointing on the side of frame

for door, window etc. on which width of reveals is less than that on the other side

but no deductions shall be made on the other side. Where width of reveals on both

faces of all are equal, deductions of 50% of area of opening on each face shall be

made from areas of plaster and / or pointing as the case may be.

3.8. For openings having door frames equal to or projecting beyond the thickness of

wall, full deduction for opening shall be made from each plastered face of the wall.

3.9. tn case of openings of area above 3 sq. mt. each, deduction shall be made for

openings but jambs, soffits sand sills shall be measured.

3.10. The rate shall be for a unit of One sq. meter.

Item No.17 Providing 20 mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement :

3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Water shall conform to M-12 cement mortar shall conform to M-11.

Signature of Bidder

Ahmedabad Municipal Corporation

The work shall be carried out in the coats. The backing coat (base coat) shall be

mm. Thick in C.M. 1:3 except that the thickness of back shall be 12 mm. Average.

Before the first coat hardnes its shall be beaten up by edges of wooden tappers and

close dents shall be made on the surface. The subsequent coat shall be applied after

this coat has been allowed to set for 3 to 5 days depending upto the weather

conditions. The surface shall not be allowed to dry during this period.

The second coat shall be completed to 8 mm. Thickness in C.M. 1:1 as described

above, including raising sand facing by bushing. The sample of sand face shall be got

approved before the work is started. The work shall be carried out uniformly as per

sample approved.

The curing shall be started overnight after finishing of plaster. The plaster shall be

period of 7 days. During this period, it shall be protected from all damages.

Mode of measurement and payments:

The relevant specification of item no. 49 shall be followed except that the sand face

plaster on outside above ground level shall be measured under this item.

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

Item No.18 Distempering (Two coats) with oil bound 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 distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar dropping and

other foreign matter and also including preparing the surface even and sand

papered smooth.

1.1. Oil bound washable distemper and primer shall be of approved brand and

manufacture. The distemper shall be of required colour and shade and the same

shall conform to I.S. : 428-1969.

2.0. Workmanship

2.1. Scaffolding Where scaffolding is required, it shall be erected in such a way that

as far as possible no pail of scaffolding shall rest against the surface to be

distempered. A properly secured and well tied suspended platform (Joola) may be

used for distempering. Where ladders are used, pieces of old gunny bags shall be

tied at top and bottom to prevent scratches to the walls and floors. For distempering

to ceiling, proper stage scaffolding shall be erected where necessary.

2.2. Preparation of surface :

2.2.1. The undecorated surface to be distempered shall be thoroughly brushed from

dust, dirt, grease, mortar dropping and other foreign matter and sand papered

smooth. New plaster surface shall be allowed to dry for at least 2 months before

applications of distemper.

2.2.2. All unnecessary nails shall be removed. Pitting in plaster shall be made good

with plaster again with a fine grade sand paper and made smooth. A coat of

distemper shall be applied over the patches. The surface shall be allowed to dry

thoroughly before the regular coat of distemper is allowed. The surface affected by

moulds, moss, fungi, algae lichens, efflorescence etc. shall be treated in accordance

with I.S; 2395 (Part 01) 1966. Before applying distempering, any unevenness shall be

Signature of Bidder

Ahmedabad Municipal Corporation

made good by applying putty made of plaster of pairs mixed with water on entire

surface including filling up the undulation and then sand papering the same after it is

2.3. Priming coat :

2.3.1. A priming coat of distemper primer of approved manufacture and shade shall

be applied over the papered surface in case of new work on undecorated surface. If

the distemper priming is done after the wall surface dries completely, the distemper

primer shall be applied.

2.3.2. Application of primer shall be done as under: The primer shall be applied with

a brush on the clean dry and smooth surface. Horizontal strokes shall be given first

and vertical strokes shall be applied immediately afterwards. This entire operation

will constitute on coat. The surface shall be finished as uniformly as possible leaving

no brush marks. It shall be allowed to dry for at least 48 hours before oil bound

distemper or paint is applied.

2.3.3. Oil bound distemper is not recommended to be applied within six months of

the completion of wall plaster.

2.4. Preparation of oil bound distemper :

2.4.1. The distemper shall be diluted with water or any other prescribed thinner in a

manner recommended by the manufacturer only. Sufficient quantity of distemper

required for a days work shall be prepared.

2.5. Application of Distemper coat:

2.5.1. For undecorated surfaces, after the primer coat is dried for at least 48 hours,

the surface shall be lightly sand papered to make it smooth for receiving the

distemper, taking care not to rub out priming coat. All loose particles shall be dusted

of after rubbing. Minimum tow coats of distemper shall be applied with brushes

inhorizontal strokes followed immediately by vertical strokes which together shall

constitute one coat. The subsequent coats shall be applied after a time interval of at

least 24 hours between consecutive coats to permit proper drying of the proceeding

coat. The finished surface shall be even and inform without patches, brush marks,

distemper drops etc.

2.5.2. Sufficient quantity of distemper shall be mixed to finish one room at a time.

The application of a coat in each room shall be finished in one operation and no work

shall be striated in any room which cannot be completed on the same day.

2.5.3. 15 cm. double bristled distemper brush shall be used. After day's work brushes

shall be thoroughly washed in hot water with soap solution and hung down to dry.

Old brushes which are dirty and caked with distemper shall not be used on the work.

2.6. Protective measurements :

The surfaces of doors, windows, floors, articles of furniture etc. and such other parts

of the buildings as are not to be distempered shall be protected form being splashed

upon. Such surfaces shall be cleaned of distemper splashes if any.

3.0. Mode of measurements and payment

3.1. Priming coat of distemper primer, scraping of surface spoiled by struck roots,

removal of oil and grease spots, treatment for infraction of effloresces., mould moss,

fungi, algae and litchen and patch repairs to plaster shall be included in this item for

which nothing extra shall be paid.

3.2. All the work shall be measured net in the decimal system as in place subject to

the following limits unless otherwise stated herein after:

Signature of Bidder

Ahmedabad Municipal Corporation

(a) Dimensions shall be measured to the nearest 0.01 m.

(b) Area in individual items shall be worked out to the nearest 0.01 sq. m. All work

shall be made for ends of joints, beams, posts etc., and openings, not exceeding

sq.mt. each and no addition shall be made for reveals, jambs, soffits, sills etc. of

these openings not for finish around ends of joints, beams, posts etc.

3.3. Deductions of opening exceeding 0.5 sq.m. but not exceeding 3 sq. m. each shall

be made as follows and net addition shall be made for reveals, jambs, soffits etc. of

these openings :

(a) When both the faces of wall are provided with same finish, deductions shall be

made for one face only.

(b) When each face of wall is provided with different finish, deduction shall be made

for that side of frame for doors, windows etc. on which width of reveals is less than

that of the other side but no deduction shall be made on the other side. Where the

width of reveals on the both the fates of wall are equal, deduction of 50% of area of

opening on each face shall be made from area of finish.

(c) When only one face of wall is treated and the other face is not treated, full

deductions shall be made if the width of the reveal on treated side is less than that

on untreated side but if the width of the reveal is equal or more than that on

untreated side neither deductions nor additions to be made for reveals, jambs,

soffits, sills etc.

3.4. In case of opening of area exceeding 3 sq. m. each deduction shall be made for

openings but jambs, sills and soffits shall be measured.

3.5. Mo deductions shall be made for attachments such as casings, conduits, pipes,

electric wiring and the like.

3.6. Item includes removing nails, making good holes, patches with materials similar

in composition of distemper.

3.7. The rate includes cost of ail materials, labours, scaffolding, protective measures

etc. involved in all the operations described above. This shall also include

conveyance, delivery, handing , unloading, storing work etc.

3.8. The rate shall be for a unit of one sq. meter.

Item No.19 Finishing wall with Apex Ultima Acrylic paint of "Asian Paint" on wall surfaces (two

coats) to give required even shade after application of Exterior Primer of Approved

Brand & Manufacturers after thoroughly brushing the surface to remove all dirt &

remains of loose powdered materials. (N.S.)

1.1 Preparation of Mix : This shall be done as per manufacturers instructions. The

thinning of emulsion is to be done with water and not with turpentine. The quantity of

thinner to be added shall be as per manufacturer instructions.

1.2 Applications :

1.2.1 Before pouring into small containers for use, the paint shall be stirred thoroughly in its

container. When applying also, the paint shall be continuously stirred in the smaller

container, so that its consistency is kept uniform.

1.2.2 The paint shall be laid on evenly and smoothly by meant of crossing and laying off the

crossing and laying off consist of covering the area over with paint, brushing the surface

hard for the first time over and then brushing alternately in opposite direction two or

three times and then finally brushing lightly in a direction at right angles to the same. In

this process, no brush marks shall be left after the laying off is finished. No hair marks

from the brush or clogging of paint puddles in the corners of panels, angles of mouldings,

Signature of Bidder

Ahmedabad Municipal Corporation

etc. shall be left on the work. The full process of crossing and laying off will constitute one

1.2.3 The paint shall be applied with brush or rollers. For undecorated surfaces, the surface

shall be treated with minimum two coats of cement water proofing paint. The second or

subsequent coat shall not be started until the preceding coat has become sufficiently hard

to resist marking by brush being used.

1.2.4 The surface on finishing shall present a flat velvety smooth finish. It shall be even and

uniform in shade without patches, brush marks, paint drops etc.

1.3 Precautions :

(a) Old brushes if they are to be used with emulsion paints, shall be completely dried of

turpentine oil paint by washing in warm soap water.

Brushes shall be quickly washed in water immediately after use and kept immersed in

water during break periods to prevent the paint from hardening on the brush.

(b) In the preparation of wall for plastic emulsion painting, no oil base putties shall be used in

filling cracks, holes etc.

(c) Splashes on floors etc. shall be cleaned out without delay as they will be difficult to

remove after hardening.

(d) Washing of surfaces treated with emulsion paint shall not be done within 3 to 4 weeks of

2.6 Protective measures :

2.1.1 The relevant specifications of item No. 18.17 para 2.3 shall be followed.

2.0 Mode of measurements & payment :.

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

Item No.20 Finishing wall with weather proof exterior emulsion paint on wall surface (two

coats) to give an required shape even shade after thoroughly brushing the surface

to remove all dirt and remains of loose powdered materials etc. complete.

Water shall be conform M-1. The plastic emulsion shall conform to I.S.: 5411-1969 (part-l).

2.0. Workmanship

2.1. Scaffolding : The relevant specifications of item-No. 18.11 Para 2.1 shall be followed.

2.2. Preparation of surface : The relevant specification of item No. 18.44 Para 2.2 shall be

2.3. Preparation of Mix :

This shall be done as per manufacture's instructions. The thinning of emulsion is to

be done with water and not with turpentine. The quantity of thinner to be added

shall be as per manufacturer instructions.

2.4. Application :

2.4.1. Before pouring into small containers for use, the paint shall be stirred

thoroughly in item container. When applying also, the paint shall be continuously

stirred in the smaller container, so that its consistency is kept uniform.

2.4.2. The paint shall be laid on evenly and smoothly by means of crossing and laying

off the crossing and consist of covering the area over with paint, brushing the surface

hard for the first time over and then, brushing alternately in opposite direction two

or three times and then finally brushing lightly in direction at right angles to the

same. In this process, no brush Marks shall be left after the laying off is finished. No

hair marks from the brush or clogging of paint puddles in the corners of panels,

angles of moldings, etc. shall be left on the work. The full process of crossing and

laying off will constitute one coat.

Signature of Bidder

Ahmedabad Municipal Corporation

2.4.3. The paint shall be applied with brush or rollers. For undecorated surfaces, the

surface shall be treated with minimum two coats of cement water proofing paint.

The second or subsequent coat shall not be started until the proceeding coat as

become sufficiently hard to resist marking by brushing being used.

2.4.4. The surface on finishing shall present a flat velvety smooth finish. It shall be

even and uniform in shade without patches, brush marks, paint drops etc.

2.5. Precautions :

(a) Old brushes if they are to be used with emulsion paints, shall be completely dried

of turpentine or oil paint by washing in warm soap water. Brushes shall be quickly

washed in water immediately after use and kept immersed in water fusing break

periods to prevent the paint from hardening on the brush.

(b) In the preparation of wall for plastic emulsion painting, no oil base petals shall be

sued in filling cracks, holes etc.

(c) Splashes on floors etc. shall be cleaned out without delay as they will be difficult

to remove after hardening.

(d) Washing or surfaces treated with emulsion paint shall not be done within 3 to

weeks of application.

3.0. Mode of measurements and payment

3.2. The rate shall be for a unit of One sq. meter.

Item No.21 Applying two coats of Birla (white cement based) or Asian (acrylic lapy-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.

The rate includes scrapping the existing surface and laying 3 coats as per the

consultant’s instructions. Preferred Brand " Birla White Putty" or equivalent but

approved. This includes necessary scrapping of the wall / ceiling, then applying

coat of putty, then giving enough time to dry the putty, the next cycle of the second

coat shall only start after proper drying of the first coat is done. Then the levelling

shall be checked and the third and final coat shall be done after proper inspection

from the client / consultants. If any undulation found after 3rd coat of the putty, the

consultants may suggest for the another coat , for which no extra payment shall be

made to the contractors.

Water shall conform to M-1 and Asian acrylic Putty and Primer or as equivalent make

approved by Engineer In charge.

Preparation of surface:

The surface shall be thoroughly cleaned of all dust, dirt, mortar dropping and other

foreign matter before white wash is to be applied. The surface spoiled by smoke soot

shall be scrapped with steel wire brushes or steel scrapers or shall be rubbed with

over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust

and dirt and shall be washed with clean water. Oil or grease spots shall be removed

by suitable chemical. Smooth surfaces shall be rubbed with wire brushes. All

unsound portion of the surface plaster shall be removed to full depth of plaster in

rectangular patches and plastered again after raking the masonry joints properly.

Such portions shall be wetted and allowed to dry. Any crevices, at any level shall be

Signature of Bidder

Ahmedabad Municipal Corporation

cleaned and filled with the plaster mortar and cured as above. They shall then be

given one coat of white wash.

All unnecessary nails shall be removed, the holes, cracks, patches etc. shall be made

good with material similar in composition to the surface to be prepared.

Wherever scaffolding is necessary, it shall be erected in such a way that as far as

possible no part of scaffolding shall rest against the surface to be white or colour

washed. A properly secured, strong and well tied suspended platform (Zoola) may be

used for white washing. Where ladders are used, pieces of old gunny bags shall be

tied at top and bottom to prevent scratches to the floors and walls. For white

washing of ceilings, proper stage scaffolding shall be erected where necessary. Also,

while painting the ceiling, the floor area shall be covered properly with plastic so that

the flooring is not spoiled.

The primer shall be applied with a brush on the clean, dry and smooth surface.

Horizontal strokes shall be given first and vertical strokes shall be applied

immediately afterwards. This entire operation will constitute one coat. The surface

shall be finished as uniformly as possible leaving no brush marks. A coat of putty

(lapi) shall be applied to the entire surface. Putty shall be used of readymade or

brought of the company like Asian as directed by the Engineer-in charge and

Architect. The second coat of primer and putty shall then be applied and it shall

thereafter be allowed to dry for at least 48 hours before oil bound distemper or

paint is applied.

Mode of Measurements and Payment:

The item shall be measured in the unit of Square Meter for Payment.

Item No.22 Demolition including stacking of serviceable materials and disposal of

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

1.0. Workmanship

1.1. The demolition shall consist of demolition of one or more parts of the building as

specified or shown in the drawings. Demolition implies taking up or down or

breaking up. This shall consist of demolishing whole or part of work including all

relevant items as specified or shown in the drawings.

1.2. The demolition shall always be planned before hand shall be done in reverse

order to the one in which the structure was constructed. This scheme shall be got

approved form the Engineer-in-charge before starting the work. This however will

not absolve the contractor from the responsibility of proper and safe demolition.

1.3. Necessary propping, shoring and under pinning shall be provided for the safety

of the adjoining work or property, which is to be left intact, before dismantling and

demolishing is taken up and the work shall be carried out in such a way that no

damage is caused to the adjoining property.

1.4. Wherever required, temporary enclosures or partitions shall also be provided.

Necessary precautions shall be taken to keep the dust nuisance down as and where

1.5. Dismantling shall be commenced in a systematic manner. All materials which are

likely to be damaged by dropping from a height or demolishing roof, masonry etc.

Signature of Bidder

Ahmedabad Municipal Corporation

shall be carefully dismantled first. The dismantled articles shall be properly stacked

1.6. All materials obtained from demolition shall be the property of Government

unless otherwise specified and shall bee kept in safe custody until handed over to

the Engineer-in-charge.

1.7. Any serviceable materials, obtained during dismantling or demolition shall be

separated out and stacked properly as directed with all lead and lift. All

unserviceable materials, rubbish etc., shall be stacked as directed' by the Engineer-

1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned

2.0. Mode of measurements and payment

2.1. Measurements of all work except hidden work shall be taken before demolition

or dismantling and no allowance for increase in bulk shall be allowed. The demolition

of lime concrete shall be measured under this item. Specification for deduction for

voids, openings etc. shall be on same basis as that employed for construction of

2.2. All work shall be measured in decimal system as fixed in its place subject to the

following limits; unless otherwise stated herein after : (a) Dimensions shall be

measured to the nearest 0.01 mt. (b) Area shall be worked out to the nearest

sq. mt.(c) Cubical contents shall be worked out to the nearest 0.01 Cu.m.

2.3. The rate shall include cost of all labour involved and tools used in demolishing

and dismantling including scaffolding. The rate shall also include the charges for

separating out and stacking the serviceable materials properly and disposing the

unserviceable materials with all lead and lift. The rate also includes for temporary

shoring for the safety of the portion not required to be pulled down or of adjoining

property arid providing temporary enclosures or portions where considered

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

3.0. Workmanship

3.1. The relevant specifications of above mentioned description shall be followed

except that demolition of R.C.C. work is to be done.

4.0. Mode of measurements and payment

4.1. The relevant specifications of above mentioned description shall be followed

except that the demolition of reinforced concrete structure is to be clone. The

unserviceable materials shall be disposed of at all leads and lifts. The rate excludes

scraping straightening of reinforcement but includes cutting of reinforcement.

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

The relevant specifications of above mentioned description shall be followed except

that demolition of R.C.C. work is to be done.

5.0. Mode of measurements and payment

5.1. The relevant specifications of above mentioned description shall be followed

except that the demolition of reinforced concrete structure is to be clone. The

unserviceable materials shall be disposed of at all leads and lifts. The rate excludes

scraping straightening of reinforcement but includes cutting of reinforcement.

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

Signature of Bidder

Ahmedabad Municipal Corporation

Item No.23 Demolition of Brickwork and stone masonry including stacking of serviceable

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

1.0. Workmanship

1.1. The relevant specifications of above mentioned description shall be followed

except demolition of brick or stone masonry in cement mortar is to be done.

2.0. Mode measurements and payment

2.1. The relevant specifications of item Demolition of brick work and stone masonry

including stacking of serviceable materials and disposal of unserviceable materials

with all leads and lift : in lime mortar. shall be followed. The unserviceable materials

shall be stacked as directed by Engineer-in-charge with all leads and lifts.

Item No.24 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

materil as and disposal of unserviceable materials with all lead and lift.

1.0. Workmanship

1.1. The relevant specification of item no. 27 shall be followed except the

dismantling of tiled or stone floors laid on mortar shall be done. Dismantling implies

carefully taking up or down or removing without damage. The articles shall be

passed by hand where necessary and lowered and where these are fixed by nail,

screws, bolts etc., these shall be taken out with proper tools.

2.0. Mode of measurements and payment

2.1. The supporting materials such as joints, beams if any etc. shall be measured

separately. The relevant specifications of item No. 27 shall be followed, The rate

shall include staking the unserviceable materials as directed with all lead and lift.

2.2. The late shall be for a unit of one sq. meter.

Item No.25 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

chowkhats architraves, hold fasts and other attachment etc. complete and stacking

the material with in all lead and lift. (ii) Exceeding 3 Sq.mt. in area.

1.0. Workmanship

The relevant specifications of item No. 20.49(I) shall be followed except that the area

of doors, windows, ventilators, exceeding 3 sq. meters are to be dismantled under

2.0. Mode of measurements of payment

2.1. The relevant specifications of item No. 20.49 (I) above shall be followed.

2.2. The rate shall be for a unit of One number.

Item No.26 Dismentling C.I. pipes G.S.W. pipes and A.C. rain water pipes with fittings and

clamps including stacking the materials with all lead and lift (for any dia. of pipe)

1.0. Workmanship

The relevant specifications of item No. 20.23 shall be followed except that the

dismantling work of pipes lines of C.I., G.S.W. & A.C. Pipes with fitting shall be carried

2.0. Mode of measurements and payment

2.1. The relevant specifications of No. 20.1 (i) shall be followed.

2.2. Water pipe lines, including rain water pipes, with clamps and specials, swear

pipe lines, (Salt glazed ware or concrete) etc. shall be measured in running meter

Signature of Bidder

Ahmedabad Municipal Corporation

inclusive of joints. (The measurements shall be taken along the centre line of pipe

2.3. The rate shall be for a unit of One running meter.

Item No.27 Dismantling sanitary fittings like wash basin W.C. pan Indian and European type,

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

1.0. Workmanship

The relevant specifications of item No. 23.23 shall be followed except that the

dismantling work of sanitary fittings such as wash basin, W.C. Pan (all type of pans),

Flushing tanks etc. shall be carried out.

2.0. Mode of measurements & payment

2.1. The relevant specifications of item No. 20.1 (i) shall be followed.

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

Item No.28 Removing and scraping of old deteriorated plaster of any thickness from

wall/R.C.C. member including stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift.

The rate shall be for a unit of smt basis.

Item No.29 Providing, erecting and fixing double coated Syntex PVC. (ISI) water tank of

required capacity each with all necessary fittings and connection etc. complete on

Polythene water tank shall be of approved quality, one piece moulded P.V.C.

water storage tank. This shall be in cylindrical vertical form with top cover of

required capacity. Necessary inlet, outlet, washout and overflow connections shall

be provided and such connection shall be water tight. The tank shall be fixed over

masonary platform finished with plaster. Nothing extra for the platform shall be

paid. Nothing extra shall be paid to lift and fix the tank at any height as required.

The measurement shall on liter basis.

Item No.30 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 100 mm inlet and 50 mm outlet. (C)

1.1. The cast iron (spun) Nahni trap shall conform to M-69. The C.I. hinged or

screwed down cover shall be of best quality

2.0. Workmanship

2.1. The Nahni trap with 100 mm. dia inlet and 50 mm. dia. outlet shall be fixed as

per drawing or as directed.

2.2. The Nahni trap shall be jointed with C.I. Pipe, 75 mm. dia. with lead joints. The

lead joints shall be done in conformation with I.S. 782.-1976.

3.0. Mode of measurements and payment

3.1. The rate includes cost of all labour, materials, tools and plants etc. required for

satisfactory completion of this item including lead, jointing and testing.

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

Item No.31 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580 mm

(Earth work, bed concrete, foot rest and trap to be measured and paid for

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

Signature of Bidder

Ahmedabad Municipal Corporation

1.1. Water closet squatting pan ( Indian type W.C. Pan) shall conform to M-62.

Cement mortar shall conform to M-

2.0. Workmanship

2.1. The pan shall be sunk into the floor and embedded in a cushion of average

cm. cement concrete 1:5:10 (1 cement : 10 graded stone aggregate or brick

aggregate 40 mm. nominal size) or and its bed concrete, the floor should be left

mm.-below the top level of the pan so as to allow for flooring and its bed concrete.

The floor should be suitably stopped so that the .waste water is drained into the pan.

The shall be provided with 100 mm. 'P' or 'S' trap as specified in the item No.

with approximately 50 mm seal-The joints between the pan and the trap shall be

made leak-proof with cement mortar 1:1 (1 cement : 1 fine sand).

3.0. Mode of measurements and payment

3.1. The rate shall include the cost of all materials and labours involved in the

operations described under workmanship.

3.2. The rate shall be for a unit of One number.

3.3. The 'P' or S1 trap unit of One number.

Item No.32 Providing and fixing wash 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

(1- Cement: 1-fine sand) (Seal and cover to be measured and paid forseparately)

(A) vitreous China Pattern: (i) in white colour

Wash down water closet (European type W.C. Pan) shall conform to M-60. Cement

mortar shah conform to M-11.

2.0. Workmanship

.1. The closet shall be fixed to the floor by means of 75 mm. long 6.5 mm. diameter

counter sunk bolts and nuts embedded in the floor concrete using rubber or before

washers so as not to allow any lateral displacement The joint between the trap of

W.C. and soil pipe shall ho made with C M. 1:1 (1 cement : 1 fine sand).

3.0. Mode of measurements and payment

3.1. The rate shall includes the cost of all materials and labour involved in all the

operations described under workmanship.

3.2. The rate includes cost of all labour for fixing pans and sent and cover, inlet,

connections etc. complete including testing the same. The payment of seat and

cover shall be made separately.

3.3. The rate shall be for a unit of One number.

Item No.33 Providing & Fixing Angle cock of "Ess Ess"- Trend series or equivalent standard

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

The work shall be carried out as per instruction of engg. in charge

The rate shall be for a unit of one no.

Item No.34 Providing and fixing 100 mm 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 (1-

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

1.0. Materials :

The 100 mm. size 'P' or 'S' trap for water closet shall confirm to M-62. Cement

mortar shall conform to M-11.

2.0. Workmanship

Signature of Bidder

Ahmedabad Municipal Corporation

2.1. The 'P' or 'S' trap shall be fixed with pan cast iron pipe with C.M. 1.1. The pan

shall be provided with a 100 nun. 'P' or 'S' trap as specified in the item with an

approximately 50 mm. seal The joint between the pan and the trap shall be made

leak-proof with cement mortar 1:1(1 cement : 1 fine sand).

3.0. Mode of measurements and payment

3.1. The rate shall include the cost of all materials and labour involved in the

operations described under workmanship including testing.

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

Item No.35 Providing and fixing wash basin 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 wash basin 550 mm x 400 mm

size. (i) In white colour.

1.1. The white glazed earthenware wash basin shall be 550 mm. x 400mm. of 1st

quality and make as approved by the Engineer-in-charge. The wash basin shall-

conform to M-59.

2.0. Workmanship

2.1. The washbasin shall be fixed on the wall as and where directed. The wash basin

shall be supported on a pair of M.S. or C.I. brackets fixed in C.M. 1:3 (1 cement :

sand). The bracket shall conform to I.S. : 775-1962. The wall plaster on the rear shall

be cut to rest the top edge of the washbasin. After fixing the basing, plaster shall be

made good and surface finished to match the existing one.

2.2. The brackets shall be painted white with ready-mixed paint.

2.3. The C.I. brass trap and union shall be connected to 32 mm. dia. waste pipe

which shall be suitably bent towards the wall and which shall discharge into an open

drain leading to a gully trap or direct in to gully-trap on the ground floor and shall be

connected to a waste pipe through a floor trap on the upper floors. C.P. brass trap

and union may not be provided where the surface drain or a floor trap is placed

directly under the basin and the waste is discharged in to vertically.

2.4. The height of the front edge to the wash basin from the floor level shall be

2.5. The necessary inlet, outlet connections and fittings such as pillar cocks, CP dress

waste trap waste pipe, stop cock, chain wish rubber plug etc. shall be fixed.

2.6. The payment of fittings shall be made separately under separate items.

3.0. Mode of measurements & payment

3.1. The rate includes cost of all labour, materials, tool3 and plant etc. required for

satisfactory completion of this item as specified in workmanship.