Repairing and Renovation Librerary Muni.School, Muni.Building and Anganwadi at diff. places in Khadia Ward

Name of work :- Ftzegt Jtuzobtk BGþrl.Mfwj, jtgc{uhe, BGþrl.rcÕz´d <&t ytkdKJtzeytu hevuh´d / heltuJuNl <&t lJt

cltJJtlt ftb ctc<.

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 Ftzegt Jtuzobtk BGþrl.Mfwj, jtgc{uhe, BGþrl.rcÕz´d <&t ytkdKJtzeytu hevuh´d /

heltuJuNl <&t lJt cltJJtlt ftb ctc<.

2 Estimated Tender Amount Rs. 9940547.71 (exclusive of GST). GST will be paid extra by AMC/Authority

at prevailing rate to the contractor.

3 Tender fee Rs.2400.00

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

4 Time Limit 12 Months

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

Documents mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “D” class having in Road Works in PWD in Govt. R&B / CPWD / AMC

or equivalent register with any other state Govt. or institutions.

7 Earnest Money Deposit (Bid Rs. 99,405.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to 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 Tender The whole tender shall be submitted by two modes.

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.

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

Deposit shall be up to 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 LOI failing which interest @ 4% per annum will be charged by AMC.

15 Deductions from Running Bills

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

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

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

from each running bill.

16 Defect & Liability Period All general condition of contract of Form B1 condition of contract shall

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

18 Penalty Clauses As Per SLA Clause,attached in Tender Documents

20 Time permitted to start parts Whenever a work is allotted by Engineering staff, whether minor or major

of work part of any amount, the contractor shall be bound to start the work within

hours so intimation of work. Communication done telephonically via SMS, via

whatsapp and through letter/ E-mail shall be considered legal and binding for

the same. Failure of company to start the works in 48 hours of intimation as

above by contractor. the contractor shall be levied penalty of (1) Rs.1000/-

per day (for tender amounting upto 10 lakh). (2) Rs. 2500/- per day (for

tender amounting above 10 lakh to 30 lakh). (3) Rs. 5000/- per day (for all

tender amounting above 30 lakh). Three time failure by contractor shall

make contractor responsible to be debar unless and otherwise justified

properly in writing/binding within 15 days so flast notice of penalty. and Also

As Per SLA Clause attached in Tender Documents.

• 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.

• Obey Circular No-03 Date-13-04-2026 of City Engineer Office

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work :- Ftzegt Jtuzobtk BGþrl.Mfwj, jtgc{uhe, BGþrl.rcÕz´d <&t ytkdKJtzeytu hevuh´d / heltuJuNl <&t lJt cltJJtlt

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION.

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

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

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

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

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

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

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

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

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

necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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

opening of the tender.

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

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

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

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

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

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

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

restricting competition.

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

in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

6.0 Cost of Bidding

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

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

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

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

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

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

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

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

amount of work increases / decreases up to any extent.

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

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

claim shall be entertained for the same.

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

shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

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

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

in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

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

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

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

16.0 Earnest Money / Bid Security

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

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

Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

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

promptly as possible.

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

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

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

where executed.

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

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

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

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

the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

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

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

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

name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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

22.0 SECURITY DEPOSIT

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

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

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

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

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

charged by AMC.

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

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

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

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

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

discontinuity of the bank guarantee.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

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 Page 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

Contractor from any contractual obligations or responsibility under the Contract.

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

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

or supply of material or engagement of labour.

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

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

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

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

personnel listed in the Schedule.

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

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

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

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

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

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

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

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

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

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

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

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

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

all the time in respect of,

Safety of the works

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

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

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

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• Contractor’s plant and equipment

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

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

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

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

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

his method of operation.

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

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

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

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

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

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

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

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

structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

legal matters shall be borne by contractor.

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

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

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

penalty etc. whatsoever on this account.

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

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

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

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

representative of the Engineer shall be supplied by the contractor.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

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

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

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

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

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

Contract shall be as follows:

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

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

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

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

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

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

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

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

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

10 % of the final rate derived.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

the applicable law.

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

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

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

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

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

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

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

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

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

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

be payable on these accounts.

13.0 Labour Welfare Cess

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

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

deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

performance of his obligation under the contract.

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

of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

design documents made by or on behalf of the contractor.

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

breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

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

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

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

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

in competing for or in the executing the Contract.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

supporting vouchers, abstracts, etc.

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

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

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

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

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

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

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

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

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

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

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

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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

conciliation Act.

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

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

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

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

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

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

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

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

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

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

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

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

such materials.

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

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

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

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

replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

assessed under clause

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

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

no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

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

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

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

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

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

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

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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 Page 22 of

Ahmedabad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvtuohuNl

ftb btxuLþk xftJthe œhJt¤wk xuLzh ylu ftuLx[tfx

xuLzh btxule Nh<tu

(1) y:- yt xuLzh su <u Jdolt ybœtJtœ BGþrl.ftuvtuohuNl y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt

ftuLx[fxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu ybœtJtœ BGþrl.ftuvtuohuNlbtk btLg ftuLx[tfxhtule

gtœebtk hSMxuNl fhtJJtlwk hnuNu.

c:- btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle

f:- xuLzhhle jtgft<

ftb sJtc>th xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb

ntug <ublu s ytvJtbtk ytJNu. ftb ytv<t vnujt ftuLx[tfxhu ftb mk<tu»tfthf <ubs xtRb jebexbtk

ÃþY fhJt sYhe mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

z:- ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t

mexe.Rsluh mh¾gwjh,lk -17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk

ftuLx[t¾xh hSMxuNl Ve, heLgwyj Ve <&t yvd{uzuNl Ve ylu btvœkztu ægtlbtk htFe <u bwsc ybj

E. xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo,

mkath ylu JvhtNlt ceò hM<tytu&e mk<wÐ ntuJtlwk btle juJtbtk ytJNu. xuLzhhu ftblu mtRx ylu

rcÕzekd(fu su ftb fhJt, ftb ÃþY fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt

mtRxlt ftb btxu, rcÕzekd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk

ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

(h) yt ftble mbg bgtoœt bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(3) xuLzh Jujezexe rvhegz bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(4) xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

(5) xuLzh Vtubo

xuLzh Vtubo ylu ylwmwrabtkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh<

(6) ftuLx[tfxhtuyu leaule ctc<tu ft¤SÃËJof JtkaJt rJlk<e Au.

(1) ftuR fkvlelu ltbu xuLzh juJtbkt ytÔgwk ntug <tu fkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

(2) Bgwrl.ftuvtuohuNllt «Joðbtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle

(3) ftuLx[tfxhu RLfbxuût mkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

(4) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

(5) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

(6) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

xuLzh Chlthlu sKtJJtbtk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJtbtk

ytJtNu lrn ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj ntug <tu <ult

vh l Dwkx<t Ftuxt jFtK fu ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt MvÐ Wfju <u he<u

jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

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

xuLzh ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult

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

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

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

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

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

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

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu cœÕGþ / cœÕgt ntug.

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

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

(5) xuLzh Chlth y&Jt vuZele ctc<btk 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

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

(9) rJmkdr< ylu rnmtc stud:

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.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(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

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

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

(10) y:- ftbltu «tud{um 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

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

c:- mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl -

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

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

E:- yu.yth.me. xuLzhbtk yjd yjd ykkœtsle bkkswhe bégu&e btºt rmJej ftbdehelt ftb «btKu

yk>ts hfb Bþsc mbgbgto>t dKtNu.

(1) Yt.1,00,000.00 Mþ^elt ftbtu btxu 02 btm

(h) Yt.3,00,000.00 Mþ^elt ftbtu btxu 03 btm

(3) Yt.5,00,000.00 Mþ^elt ftbtu btxu 04 btm

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 06 btm

(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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ

J^thtu ytvJtbtk ytJNu lrnk.

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

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

Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt 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

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

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 jtdw vzNu.

(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

(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 sJtcœthe ftuLx[tfxhle hnuNu.

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

(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

(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.

(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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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 juJtbtk ytJNu.

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

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

ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk

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

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

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

btdoœrNoft lwk vtjl fhJwk.

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

b¤uj bkswhe bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt

vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs

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

(36) mœh xuLzh yu.yth.me. «fthlw Au ytvlu mtukvJtbtkk yuxju fu ytv îtht ChJtbtkk ytJuj ftbdehelt

sÚ&t bwsc mbg bgtoœt lffe fhe su <u mûtbm<tle yjd yjd ykkœtsle bkkswhe bégu&e Jfo

ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk ftbdehe vqKo fhJtlw awM< vKu vtjl fhJtlw hunNu .

(37) mœhnw ftbbtkk Jtuzobtkk sYhegt< bwsc ytuAtbtkk ytuAe xuLzhle Nh< bwsc bkkswh &lth xuLzh vife

yjd yjd ykkœtsle bkkswhe bu¤JJtbtkk ytJ<e ntuR, ytuAtbtkk ytuAe yuf mt&u œN søgtyu

sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm <ubs

ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo ytdtu<Y ytgtuslle

<igthe mt&u ftbdehe fhJtle &tg Au.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

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

vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

TECHNICAL SPECIFICATIONS:

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

ITEM TECHNICAL SPECIFICATIONS:

Name of work:- Ftzegt Jtuzobtk BGþrl.Mfwj, jtgc{uhe, BGþrl.rcÕz´d <&t ytkdKJtzeytu hevuh´d / heltuJuNl <&t lJt

cltJJtlt ftb ctc<.

Item No : 01 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with

shoring and struting if required as per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum.

0 to 1.5 meter depth.

1.5 to 3 meter depth.

3 to 4.50 meter depth.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or

any such ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall

under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose

stone, materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The

materials so obtained shall be property of the Government and be conveyed and stacked as directed.

within 50 M. lead. The roots of the trees coming in the sides shall be cut and coated with a hot

The rate of site clearance is deemed to be included in the rate of earth work for which no

extra will be paid.

After clearing the site, the center lines 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 laborers, materials, etc. required for setting out the

reference marks and bench marks and shall maintain them as long as required and directed.

The excavation in foundation 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 shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for

such precautionary measures shall be paid separately if not specified. The bottom of the excavated

area shall be 1 evened both longitudinally and transversely. as directed by removing and watering as

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

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

excavation is made. deeper or wider that shown on the plan or directed. The extra depth or width

shall be made up with concrete of same proportion as specified for the foundation concrete at the

cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or

leveling the ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of

work to a place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the

sections of trenches 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

slopping and sloping back as found necessary on account of conditions of soil , and requirements of

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

Mode of Measurement shall be on cubic meter basis.

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water

thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids remain

there. In general the work shall be carried out in the best manner so that no hollow voids remain after work.

Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone

aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and

Plinth (upto 10 ton)

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates

40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto

Brick work using common burnt clay building bricks having crushing strength not less

than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6 - fine

sand) B) Modular

Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

Materials: 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 : 5 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

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 copletion 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.

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 to done.

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

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

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 shall 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 final. 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:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does

not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

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.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

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.

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

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

Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

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

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

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

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.

except the brick work of half bricks shall be carried out.

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

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

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

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

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

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

Providing form work of 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 4 m. and removal of the same for in site reinforced concrete and plain concrete

work in foundations, footing, bases of columns, and mass concrete. ( up a to h)

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.

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:

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

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

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Procedure when removing the form work:

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.

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

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads

without any settlement.

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

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.

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.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

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 as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,

bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,

columns and the like.

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Item No. 10 :- Providing & fixing Steel door with Shutter for steel sheet 18 Gauge, and angel and 40 x

40 x 3mm 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

Providing & fixing Steel door with Shutter for steel sheet 18 Gauge, and angel and 40 x40 x 3mm 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.

The item covers the requirement of frames for doors, windows, clerstory windows their supply and fixing.

The item covers the requirement of preparation of shutters for doors,

windows, clerestory windows, their supply and fixing.

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

All members of the frames shall be exactly at right angles. The right angle shall be checked from inside surface

of the respective members.

All member of frames shall straight without any warp or bow and shall have smooth surface well planed on the

three sides exposed at right angles to each other. The surface touching the wall may not be planed unless it is

required in order to straighten up the member or to obtain the overall size within the tolerances specified.

Frame shall have dovetail joints. When clerestory windows are included, it shall be provided by having full

length one piece post for door or windows and clerestory window extending the frame on top at the head to the

required extent. Horns shall not be provided in the head of the frame. When No. still are provided the vertical

posts of the frame in the ground floor shall be embedded in the sill masonry for 10 cm in upper floors, their

vertical posts shall be fixed in the floor or masonry by forming notches 10 mm deep. Slight adjustment spacing

as necessary shall be done to have the hold fasts in the joints of masonry course. The frame shall be created in

position and held plumb with strong support from both sides and built in masonry as it is being built. The

transom shall be through tenoned in to the mortices of the jamb post to the full width of the jamb post and the

thickness of the tenon shall be not less than 15 mm.

Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel, inserted

of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the style and rails.

The styles and rails shall be joined to each other by mortise and tenon joints at right angles.

All members of the shutters shall be straight without any warp or how and shall have smooth, well planed faces

at right angles to angles to each other.

The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be made of

one piece only.

Fixtures & Fastenings:

The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and number

of hinges shall b as per table given in annexure-1.

Mode of measurements and payment:

The rate for shutter includes cost of providing block and clear for keeping the shutter in open position as

The dimension of the shutter shall be measured clear size of the shutter in close position between the grooves

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

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of

windows and clerestory windows.(upto10 ton)

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of

windows and clerestory windows.(upto10 ton)

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

Mode of payment shall be in Kg.

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

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

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

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

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

Plain Grill. (upto 10 ton)

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

Mode of payment shall be in Kg.

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

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

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

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

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

Mode of payment shall be in Sq.m

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

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

and 15 mm x 15 mm for to p and bottom rails. M.S. frames hall have a coat of steel primers of approved

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

size 30 x 50 mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to prail, lock rail and bottom

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

and bottom rail, Panelling of 5 stiles and rails with 30 mm wide x 5 mm thick PVC sheet beading on

eighter side, and joined together with solventcement adhesive,. An additional 5 mm thick PVC strip of

mm width is to be stculkon the interiors ide of the ‘c’ channel using PVC solventcement adhesive etc.

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

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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

size of the door shall be as per the drawing. The overall

thickness of PVC doors shall be 24 mm. The aluminium

fixtures and fastenings shall be fixed to the shutters as

directed by the engineer-in-charge.

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

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

bolt, aldrop etc.); pilot holes of 3 mm shall be pre-drilled

and then hinges is to be fitted on door. Screws shall not

hammered on the door but fastened by hand/electric

Mode of measurement:

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

the contractor. No separate payment for the aluminum

fixtures and fastenings shall be payable.

Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced with

flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia steel

pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a priming coat of

red lead paint & approved make.

Materials: The collapsible steel gate shall conform to M-33.

T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement concrete

on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers alternatively in the two

flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the floor and proper groove shall be

formed along the runner for the purpose. The collapsible gate shall be fixed at the sites by fixing the end double

channels in the T-Iron rail and also by hold fasts bolted to the end double channel and fixed in the masonry of

the side walls or the otherwise.

In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron suitably

designed may be fixed at the top embedded in masonry and provided with necessary clamps and roller

arrangement at the top.

All the adjoining work damaged while fixing of gate shall be made good to match the existing work

without any extra payment.

All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust, scales,

dust etc. and given a priming coat of red lead before fixing them in position.

Mode of measurements and payment:

The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured as the

length of double channels and breadth from outside to outside of the end fixed double channels in open position

of the gate. The rate includes providing handles, locking arrangements, stoppers etc.

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

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to granolithic

finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone

aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white and blak

marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1

(3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by volume) (C)

Medium Shade pigment with approx 50% white cement and 50% ordinary cement (In top layer only)

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone

aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white and blak marble cihps

of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1 (3-Cement:1-Marble

powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by volume) (C) Medium Shade pigment

with approx 50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for a unit Sq.m.

Item no. 82 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

comp. As directed by engineer in charge. (Based on Central Store Rate)

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No.

Item No : 18 Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) for

foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter.

The sewet trench shall be excavated to the alignment and gradient shown on the plan and

section. In all storts soil including oil masonary asphalt roads and wet. excavation . The sewer

excavation shall be commenced at the down stream end of the sewer and be continued upto

the gradient as directed. The trench shall not open more than 60 meters in advace of the

completed sewer only when directed by the Engineer in charge looking to the progress of the

work in obtaining the formation of the bottom of the trenches the usual methods of suing

sight rails and bonning roads shall be adopted during the whole of the process. The center line

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

of uniform height shall be carried clearly on each rail. The depth of the excavation and invert

of the sewer shall be checked by means of bonning road of appropriate length and also

The bed of the trench be shall well remmed before starting laying of sewer ines and cement

concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable imbering of

shorting work looking to the nature of soil near big or important structures, the sides of the

trenches shall be closely and securely timbered. If any settlement of the building is

anticipated the timbering shall be left in the ground. The various materials excavated shall be

separately stacked so that in refilling the may be relaid on the same order as before and least

possible damage shall be done carpet on the public roads and private properties. Surface

covering consisting of asphalt carpet shall be kept on one side and preserved for

reinstatement. The excavated earth shall not heaped near the trenchers so as to caused

unnecessary obstruction along the pulling inspection, trenches etc. shall be tunneled under

only as necessary. The side of the trenches shall be nearly vertical and plumb & red light shall

be placed at each end at intervals as instructed and further protested by rope fence.

Necessary caution boards shall also be erected and diaced as directed by the Engineer in

Wherever possible material excavated from the trenches of whatever kind shall not placed

nearer than 3 meters from the outer edge of the excavated trench. The utmost shall have to

be taken in refilling the trenches so that no damage may be done no sewer no lump shall be

allowed to be put around the sewer. The remming of the filling shall be done and well

watered. The surplus earth shall be removed directed within 30 meters lead. The

measurement of the work shall be exact length and width of the trench as specified or as per

City Engineer instruction and depth shall be measured vertical as per section upto invert or

the pipe lind The City Engineer reserves the right of extra excavation on either side if

considers necessary for the safely of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all directions before

any concrete in India. In case the excavation is done deeper than required no filling shall be

allowed to bring the formation to proper level but contractor shall have to lay cement or lime

be concrete of filling or other acceptable materials as directed by C.E. at contractor won cost

so as to come to proper information, in case bas formation are met with the work shall have

be done as per instruction of C.E. necessary arrangements for watering trenches must be

provided be contractor and without proper watering trenches will not be allowed to be tilled

to further. Contractor shall have to make arrangement for acees to invert of the sewer and for

inspection of the ware as ordered by the Engineer. If is required to shired or after the

alignment section of diameter of the pip the contractor shall carry or altered the alignment

section or diameter of the pipe the contractor shall carry out the altered work at the rates

quoted by him for the original work for items and contractor shall not claim any expenses due

to the changes made.

In case no work shall be done at night or on Sundays & other holidays and during the recess

time except in and other holiday the case of bad grounds such as running sand where the

work must be executed various day night without intruption when so ordered by the

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not

in the opinion of Engineer required to be charged in location shall be supported and protected

from injury by the contractor. The contractor shall be liable to pay all damages to water pipe,

drains electric and telephone cables and to private property during the execution of this

contract and the same will be recovered from the running bills or thedeposit of work

whenever it becomes necessary in the opinion of the Engineer in charge location of any

existing sewers drains etc. not otherwise from in these specification the contractor shall do

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

the work of making such change and the work shall be paid for as extra work. All places of

public utility etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side slopes done without prior approval of

the Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the same shall be

given after approved C.E. The rate for excavation for easy jointing and caulking nothing extra

shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test practicable of

the lines are checked and approved of and order given by the Engineer in charge. The refilling

shall be accompanied by through watering the layers of 0.50 metrs. Further refilling shall be

done there after and process should be repeated till trenches are completely refilled.

Temping and ramming with rammers shall have to be done at all place of important work

where ordered by Engineer in charge. After the trench is give the trenches shall have to be

refilled within 4 days with complete watering. If the contractor fails to do watering

satisfactory corporation shall get it done at the risk and cost of the contractor with or without

giving any notice and the expenses incurred in doing so recovered from the contactor either

in cost or from his payment through bills.

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size. These

shall be free from earth and shall be got app. use. Sand shall be clear coarse, sharp and free

from earth and other impurities. Mixing shall be done on brick or stone platform or of brickbats

to mortar shall be measured in heaps by brick height irregular measure. If ordered by C.E.

Concrete shall be laid in layers of 15 cms. and well consolidated maintained by the contractor

for before commencing the brick work. over boxes, concrete shall be well watered. The mix

shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13,

water shall confirm M-1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of

sand and 10 parts of coarse agg. by volume. and the work shall be carried out as per inst. of

Engineer in charge and as per C.3.

Brick work cement mortar :

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD Hand

book NO. 2. These shall be well burnt and free from all defects and shall be got approved by the

Engineer in charge before the work is started. Cement to be used for mortar shall comply with

PWD Hand book specifications, cement mortar in the brick work shall be 1 part of cement,

parts of sand. Every brick well sacked in water is required to be laid I full & closed joints of

cement mortar the thickness of which shall not exceed 1.25 cms. If on removal of centering any

open joint shall be found, these shall be pointed immediately. Special care shall taken to make

the face of brick work smooth brick work shall be toothed or shall racked back in coarse.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

All intrades of curves shall be worked from temple strictly made to dimensions as per 1974-75

latest plan and section approved by C.E.

Brick work in general shall be of first class workmanship & shall be executed according to the

plan working proper dimention & as directed by the Office in charge from time to time. Brick

should be thoroughly wetted in water before use. All brick work to be cleaned & wetted before

laying cement mortar shall be prepared in special iron pals. And mixed bag of 1.25 cft. or 1 cft.

as measured as the case may be. All materials shall be stacked in one side so as not to obstruct

traffic in any way. The masonry should be constructed in proper workmanship like manner with

jointing plumb etc. to confirm with the general specification No. 45 PWD Hand Book. The face

work should be nearly finished. The shall be kept watered for a week at least three days after

the date of completion.

Providing and laying cement concrete 1:2:4

(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)

RCC Work :- In general, plain and reinforced concrete work for manholes shall be carried out in

accordance with latest version of IS 456 unless otherwise specified in this specification. The slab

of manhole shall be cast with shutters lined with plywood and shall be

smooth finished. For avoiding surface cracks due to variation in atmospheric temperature and

exposure to direct sunlight, RCC slab of manholes after casting shall be kept wet. M 15 grade of

concrete used for construction of RCC manholes shall have minimum cement content of

kg/cum of concrete. Bar bending schedule for reinforcement shall be prepared by contractor

and got approved from owner/ engineer before proceeding with the work. Minimum cover to

the reinforcement shall be 40 mm.

The rate includes cost of all labour, materials, tools and plant etc. required for satisfactory

completion of this item as described above.& the drawing as per A.M.C Dr. S.O.R shall be final.

The rate shall be for a unit of one number basis.

Providing TMT bar.

TMT bars shall conform to M-18. Mild steel binding wires shall conform to M-21

The work shall consist of furnishing and placing reinforcement to the shape and dimensions

shows as on the drawings or as directed.

Steel shall be clean and free from rust and loose mill scale at the time of fixing in position and

subsequent concreting.

Reinforcing steel shall conform accurately to the dimensions given in the bar bending schedules

shown on relevant drawings. Bars shall be bent cold to specified shape and dimensions or as

directed using a proper bar bender, operated by hand or power to attain proper radius of

bends. Bars shall not be bent or straightened in a manner that will injure the material. Bars

bent during transport or handling shall be straightened before being used on the work. They

shall not be heated to facilitate bending. Unless otherwise specified, a ‘U’ type hook at the end

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

of each bar shall invariably be provided to main reinforcement. The radius of the bend shall not

be less than twice the diameter of the round bar and the length of straight part of the bar

beyond the end of the curve shall be at least four times the diameter of the round bar. In case

of bars which are not round and in case of deformed bars, the diameter shall be taken as the

diameter of circle having an equivalent effective area. The hooks shall be suitably encased to

prevent any splitting of the concrete.

All the reinforcement bars shall be accurately placed in exact position shown on the drawing

and shall be securely held in position during, metal hangers, supporting wires or other

approved devices at sufficiently close intervals,. Bars shall not be allowed to sag between

supports nor displaced during concreting or any other operations of the work. All devices used

for positioning shall be of noncorrodible material. Wooden and metal supports shall no extend

to the surface of concrete, except where shown on drawings. Placing of broken stone or brick

and wooden blocks shall not be allowed. Pieces of broken stone or brick and wooden blocks

shall not be used. Layers of bars shall be separated by spacer bars, precast mortar blocks or

other approved devices. reinforcement after being placed in position shall be maintained in a

clean condition until completely embedded in concrete. Special care shall be exercised to

prevent any displacement of reinforcement in concrete already placed. To prevent

reinforcement from corrosion, concrete cover shall be provided as indicated on drawings. All

the bars producing from concrete and to which other bars are to be spliced and which are likely

to be exposed for a period exceeding 10 days shall be protected by a thick coast of neat cement

Bars crossing each other where required shall be secured by binding wires (annealed) of size

not less than 1 mm in such manner that they do not slip over each other at the time of fixing

and concreting.

As far as possible, bars of full length shall be used. In case this is not possible, overlapping of

bars shall be done directed. When practicable, overlapping bars shall not touch each other, but

be kept apart by 25 mm or 1.25 mm times the maximum size of the coarse aggregate

whichever is greater by concrete between them. Where not feasible, overlapping bars shall be

bound with annealed wires not less than 1 mm thick twisted tight. The overlaps shall be

staggered for different bears and located at points along the span where neither shear nor

bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer- in-charge, bars shall be joined

by coup lings which shall have a cross-section sufficient to transpit the full stresses of bars. The

ends of the bars that are joined by coupling shall be upset for sufficient length so that the

effective cross section at the base of threads is not less than norma l cross-section of the bar.

Threads shall be standard threads. Steel for coupling shall conform to I.S.

When permitted or specified on the drawings, joints of reinforcement bars shall be butt-

welded so as to transmit their full stresses. Welded joints shall preferably be located at points

when steel will not be subject to more than 75 percent of the maximum permissible stresses

and welds so staggered that at any one section not more than 20 percent of the rods are

welded. Only electric are welding using a process which excludes air from the molten metal and

conforms to any or all other special provisions for the work shall be accepted. Suitable means

shall be provided for holding bars securely in position during welding. It shall be ensured that

no voids are left in welding and when welding is done in two or three stages, previous surface

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

shall be cleaned properly. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint

and other foreign matter before welding. Only competent welders shall be employed on the

work. the M.S. electrodes used for welding shall conform to I.S. 814. Welded pieces of

reinforcement shall be tested. Specimen shall be taken from the actual site and their number

and frequency of test shall be as directed.

R.C.C. Bedding :

Cement concrete for the bottom portion of manhole shall consist of one part of cement two

parts of sand four parts of black trap metal of other approved material of 0.6 to 2.5 cms size

from well graded as per instruction. The rate includes all necessary materials mixing lifting

placing ramming watering etc. the exposed faces to be neatly finished smooth with cement as

per instructions. The concrete work to kept constantly watered for at least fortnight.

Cement Plaster :

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement & 3 parts of

sand in uniform thickness with surfaces trely in plums. The work in general shall comply with

general specifications for plaster No. 64 in PWD hand book. The plaster surfaces to be kept

damp at least for a fortnight. All internal sides of the manholes including soffit of the arch shall

be provided with cement plaster.

FRC manhole cover with seat to be set in cement mortar with cement concrete of 1 : 2 : 4 prop.

alround. FRC cover shall be marked with year mar AMC. etc. & arrow showing the direction of

Foot steps shall be of the best quality PVC as specified above true to dimensions. The rate

includes mixing the same in position as directed PVC foot steps of approved design and quality

shall have to be fixed if so ordered by C.E. without extra charges. PVC steps shall be fixed at

interval of 37 cm. vertically & 22 cm. horizontally starting from the invert of the line.

Mode Measurment

The mode of measurement shall be on Nos.

Item no. 19 Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manhole of

following size incl. excavation, refilling and & finished 15 mm thick cement plaster inside in CM 1:3, P/F

4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonry CM 1:5, incl. cost of

RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as directed by engineer in charge. Rate

includes carting of debris and excavated soil

1) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this shall

comply with specification in general.

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

Sand to be used should comply with specification of P.W.D.

hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement 5 part of

sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall be

throughly wetered be for mixing and mixed properly on wooden or specially propared platform until

every part of the brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in layers as

directed never exceeding 20 kms. in thickness and be well and quickly rammend with heavy rammers,

until mortar creams up to surface. The surface must be kept damp during and after consolidation & in

laying consecutive layer the lower coars should be well watered & mode lough be for the next is

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by the Enginur in

charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement mortar

for the brick work shall be one parts of cement to six part of sand every brick well soaked in water is required

to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm If after removal

of centering any open joints are founed these shall be pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or shall be

racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan working to

the proper dimension & as directing by the officer in charge from the time to time bricks should be throughly in

water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement mortar shall be prepared in

special iron pans and mixed in quantites as required using measurs boxes for sand and cement bag of 1.25 cft.

or 1 cft. as measured the case may be all materials shall be stacked on the site as not to obstruct tra fic in any

way the masonary should be constructed in proper workmanship like manner with joints plunb etc. to conform

with general specification No.45 P.W.D hand book. The face work should be neatly finished. The work shall be

keptwaterd for work at least after date of completion.

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts of

sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 cm. well graded

as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The rate

includes all necessary materuals mixing laying and remain and watering the exposed faces tobe finished with

neat cement as per instruction the channel shall be half round and as per drawing & instruction of Engineer in

charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in uniform

thickness with surfaces truely in plumb. The work in general shall comply with general specifi cations for

)plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water drains,

Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble. The maximum

distance between inspection chambers shall be about 25 meters. Where the diameter of sewer/drain is

increased, the soffit of the pipe shall be fixed at the same level and necessary slope given to the channel of

manhole/inspection chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the

respective item of work. The manhole/inspection chamber shall be constructed as per the detailed drawings and

as directed by Engineer. The bed concrete and the brick masonry shall be constructed of such thickness as

shown on drawing. The brick masonry shall be constructed in C.M. (1:5), plastered on both faces inside and out

side with 15 mm cement plaster in C.M. (1:3). The channel shall be semicircular in the bottom half and of

diameter equal to the sewer/drain. Above the horizontal diameter, the sides shall be extended vertically to the

same level as the crown of the outgoing pipe and the top edge shall be suitable rounded off. The branch

channels shall also be similarly constructed with respect to the benching out at their junction with the main

channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall be given. The

channel at the bottom of manhole / inspection chamber shall be plastered with C.M. (1:3) and finished smooth.

Rungs shall be provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron

conforming to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally

and 300 mm c/c vertically. The top rung shall be 450 mm below the manhole/ inspection chamber cover and

the lowest not more than 300 mm above the benching. The manhole/inspection chamber frame and cover shall

be of cast iron of specified weight and shall conform to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts. They shall be

neatly dressed and carefully trimmed. All castings shall be free from voids whether due to shrinkage, gas

inclusion or other causes. Covers shall have a raised chequered design on the top surface to provide an

adequered nonslip grip. Cover shall be capable of easy opening and closing and it shall be fitted in the frame in

workmanship like manner. The cover shall be gas tight and water tight. The size of covers specified shall be

considered as the clear internal dimensions of the frame. Covers and frames shall be coated with a black

bituminous composition. The coating shall be smooth and tenaceous. The frame of manhole/inspection

chamber cover shall be firmly embeded to correct alignment and level in cement concrete on the top of the

masonry. The item shall be executed as per the detailed drawing and as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed by

engineer in charge or Additional City Engineer (south zone)

Mode of measurement:he rate shall be for a unit of one number basis.

ITEM NO - 20 ( Consider Marble Stone Instead of Kota stone for Item No. 59)

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

mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey cement slurry

including rubbing and polishing etc.complete. (B) 30 mm thick (upto 10 ton)

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

Marble stone slab 20 mm. thick.

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

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

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

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

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

shall be true square and free form chippings.

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

be 15 mm. in length and breath.

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

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

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

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

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

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

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

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

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

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

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

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

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

finished surface shall be true to level and slopes as directed.

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

Mode measurements & payment :

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

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

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

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

measured under flooring.

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

Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded stone

aggregate 20mm nominal size) laid in one layer and

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

40mm thick. (upto 10 ton)

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

1:2:4 proportion measured by volume shall conform to

relevant specification or ordinary grade 1:2:4 concrete.

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 mixer may however be allowed for smaller

quantities of work and in case of failure of machines or

as permitted by the engineer-in-charge. It shall 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 in such cases 10%

more cement than otherwise required shall have to be

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

used without any cost. The mechanical mixing shall be

done for a period of 1/2 to 2 minutes. The quantity of

water shall be thus sufficient of produce a dense concrete

required workability for the purpose. Flooring of

specified thickness shall be laid in accordance with

approved pattern or as directed. Finishing operation shall

start shortly after the cessation of beating and shall be

spread over a period of one to six hours depending upon

the temperature and atmospheric conditions. The surface

shall be left for some time till moisture disappears from

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 than be properly paste

twice by means of iron flats, once, when the slurry is

applied and the second time when cement starts setting

and finished 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 dado or skirting shall be rounded where

so required upto 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

sanitary fittings during the execution of work shall be

After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not

less than 7 days from the date of placement.

The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall

be done as per alternate bay method with necessary

centering wither by mastic or cement mortar as directed.

Mode of measurement & payment :

The rate shall include the cost of all material and labour involved in all the operations described

above. No deduction shall be made or extra paid for any

opening upto 0.1 sq. meter in area in the floor, nothing

extra shall be paid for laying the floor at different levels

in the same room or the court yard.

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

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions and extending them up to15 cm

along the wall, clearing with water and oxalic acid etc.asdirected.

Providing and laying China Mosaic finishing over flat or curved surface, including laying to approved patterns,

with precies leveling and setting curvatures with necessary tools and templates, using white/coloured broken

ceramic tile chips, set in pigmented cement mortar 1:4, as directed, finishing in line, level and to required slope,

flushing with appropriate pigimented cement grout, curing and finishing with mild acid wash etc. complete.

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

(1) China Chips in required colours specially broken from full tiles in required size

(2) Cement (3) Sand (4) White Cement (5) Steiner

Before laying a final layer of China Chips prepare the surface to the required slope and level with a

backing coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and scrub the

same vigorously to seal all pores in concrete below.

For the required designs prepare templates for different patterns from steel flats or plywood and mark out total

design on the designated area. Estimate the quantity of Chips of different colous and ensure its uninterrupted

supply before starting the work. Lay the chips flat on the bedding coat and fix tightly be light hammering.

Remove grey cement from the joints by scrapping before final set of cement.

Finish the joints neatly with white cement and harmonious colour Steiner. All design and pattern shall be

finished with first class workmanship. The surface should finally cleaned, given a mild acid wash for gain the

luster of China Chips.

Cost of China Chips, White cement, OPC, Sand, Steiner and all labour for leveling, laying by specialist artisan,

preparing templates, testing etc are included.

MODE OF MEASUREMENT :

Dimensions of total finished area as laid are recorded and area is computed in sq.m., rounded to two places of

Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm in

skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1cement: 3 coarse sand) & jointed

with white cement slurry.

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

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

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

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

generally as per specifications of plaster item.

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

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

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

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

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

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

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

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

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

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

Curing : Curing shall be done for 7 days continuously.

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

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

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

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

mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere

with the evenness of bedding the base shall be cleared with well wetted. The mortar shall then be spread

in thickness not less than 10 mm at any place and average 12 mm thickness. The proportion of the

cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed.

The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently

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

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

line or as per pattern.

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

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

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

smooth to ensure straight and true joints. The joints shall be filled with grey cement grout with wire

brush of trowel to a depth of 5 mm. and loose material removed. White cement shall be used for pointing

the joints., After fixing the tile finally in an even the flooring shall be kept wet and allowed to nature

undisturbed for 7 days.

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

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

precaution and measures shall be taken to ensure that the tiles are not damaged inany way till the

completion of the construction.

Mode of measurement & payment

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

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

the case may be. The paving under dedo or skirting shall not be measured. No deduction shall be

made not extra paid for any opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be paid

for laying the floors at different levels in the same rooms.

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

Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn

soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine sand) (A) 75 mm dia.

Mode of payment shall be in Rmt

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

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)

Mode of payment shall be in Sqm

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of

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

The specification is as per above Item except thickness of the plaster is 20 mm sand faced and 12 mm

th. Backing coat in C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for spray od

sand for plastering etc comp as directed by Engg i charge.

Mode of measurements & payment : The rate shall be for a unit of one Square Meter.

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles 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.

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other

foreign matter by water or by brushing. Smooth surface shall

be roughened by wire brushing if it is not hard and by racking

if it is hard. In case of concrete surface, if a chemical retarder

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 retarder is left on the surface. Trimming of projections on

brick/concrete surface where necessary shall be carried out to

get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before

carrying out the plaster work.

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.

For external plaster, the plastering 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 supporting ceiling resting on the wall of the

floor have been removed, Ceiling plaster shall be completed

before starting plaster to walls.

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre

intervals over the entire surface to serve as gauge. The

surfaces of these gauges shall be truly inplane 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

movement at a time. Finally, the surface shall be finished off

true with a trowel or wooden float according as a smooth or a

sandy granular texture is required. Excessive trowelling or

overworking the float shall be avoided. All corners, arrises,

angles and junctions be truly vertical or horizontal as the case

may be and shall be carefully finished. Rounding or

chamfering corners, arrises junctions etc. shall be carried out

with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is

partially set shall be rejected and removed forthwith from the

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 recommending the plaster, the edges of the old work

shall be scraped clean and wetted with cement putty before plaster is applied

to the adjacent area to enable the two to properly joint 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 arrises. Horizontal joints in plasterwork 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

Each coat shall be kept dam 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 windward side of building in hot

air or dry weather shall be prevented by handling mattings or

gunny bags on the outside of the plaster and keeping them

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations

described under workmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth or height shall

be measured correct to a centimeter.

Thickness of the plaster shall be exclusive of the 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.

This item includes plastering upto floor two level.

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

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 deducted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. 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

sq. mt. in each area deductions and additions shall be made in

the following manner :

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each

and no addition shall be made for reveals, jambs, soffits, sills

etc. of these opening for finish to plaster around ends of joints,

beams, posts etc.

exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no addition shall be made for

reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only

are plastered with different types of plasters or if one faces 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 or 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 area of plaster and/or pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for

opening shall be made from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and

sills shall be measured.

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

White washing with lime on undecorated wall surfaces (TWO coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably

tinted where required for use under coloured distemper if

required. Glue shall conform to I.S. 852-1969

(Specifications for animal glue).

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-

1973. Water shall conform to M-1 Best quality of gum

shall be sued in the preparation of white wash.

Ultramarine blue or Indigo: This shall conform to I.S.

55-1970 for points and shall be used for preparation of

white wash. Pigments: mineral colours, not affected by

lime shall be sued in preparing colour wash.

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred

with about five litres of water for 1 kg. of unslaked lime

to make a thin cream. This shall be allowed to stand for a

period of 24 hours and then shall be screened through a

clean coarse cloth, 4 kg. of gum dissolved in hot water

shall be added to each cubic metre of lime cream. Small

quantity of ultramarine blut (Upto 3 gms. Per kg. of

lime) shall also be added to the last two coats of white

wash solution and the whole solution shall be stirred

thoroughly before use.

Preparation of surface :

The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters

before white wash is to be applied.

The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall

be rubbed with over burnt surkhi or brick bats. The

surface shall be then broomed to remove all dust, dirt and

shall be washed with clean water.

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire

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 portion shall be wetted and allowed

to dry. 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

materials similar in composition to the surface to be

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as

possible on part of scaffolding shall rest against the

surface to be white or coloured washed. A properly

secured strong and well tied suspended platform (Zoola)

may be used for white washing. Where ladders are sued,

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.

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the

brush shall be from top downwards, another from bottom

upwards over the first stroke and similarly one stroke

from the right another from the left, over the first stroke

brush before the it dries. This will from one coat. Each

coat shall be allowed to dry before next coat is applied.

Number coats as specified in item shall be applied. It

shall present smooth and uniform finish free from brush

marks and it should not come off easily when rubbed

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the

surface cleaned.

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke

soot removed of oil and grease spots treatment for

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

infection with effloresces moulds moss, funji and kitchen

and patch repairs to plaster wherever done shall not be

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not

exceeding 0.5 sq. mt. each in area for ends of joints,

posts, beams, girders, steps etc. not exceeding 0.5 sq. mt.

each in area and for opening exceeding 0.3 sq. mt. and

not exceeding 3.0 sq. mt. each in area deductions and

additions shall be made as under :

No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt. each.

No addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of

joints, beams, posts etc.

Deductions 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 reveals, jambs, soffits etc. of these openings :

When both the faces or walls are provided with finish, deduction shall be made for one face only.

When each face of wall is provided with different finish deduction shall be made for that side of frame for

door, windows etc. on which width of reveals is less than that of the other side, where width of reveals on both

faces of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of

When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width

of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more

than on the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits,

shall be measured.

No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased

by the following percentage and the resultant shall be included with the general areas.

Corrugated steel sheets 4%

Corrugated A. C. Sheets 20%

Semi corrugated A. C. Sheets 10%

Nainital pattern roof (Plain sheeting with rolls) 10%

Nainital pattern roof (with corrugated sheets) 25%

Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and

included in the general area.

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the

operations described above.

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

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

smooth including necessary repairs to scratches complete.

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

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade

on wall surfaces of given an even shade, over and including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and other foreign matter.

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

Item no.83,84,85,86

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required

shade on wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt,

loose pieces of scales including preparing the surface even and sand papered smooth.

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

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required

shade on wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt,

loose pieces of scales including preparing the surface even and sand papered smooth.

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

Item no.92,93,94

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all

dirt and remains of loose powered materials.

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

Item no.96,97,98,99

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all

dirt and remains of loose powered materials.

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

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture

on undecorated wall surface to give an even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand papered smooth.

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

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

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

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

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

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel

paint, brushing to give an even shade including cleaning the surfaceofalldirt,dustandother foreign

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

Painting one coats (excluding priming coat) on previously printed steel and other metal surface with

synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and

other foreign matter.

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

Painting one coats (excluding priming coat) on previously painted wood and wood based

surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other foreign

matter.(b) Ready mixed paintbrushing priming for enamel

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

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

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

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

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

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

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

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

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

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

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal

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

The rate shall be for a unit of one Cum

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

of unserviceable materials with all lead and lift.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.

The rate shall be for a unit of one Sqm. The work should be done as specified in above item.

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable materil

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

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable

materil as and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

The rate shall be for a unit of one Sqm

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

hold fasts and other attachment etc. complete and stacking the material within all lead and lift.(i) Not

exceeding 3 Sq.M. in area.

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

hold fasts and other attachment etc. complete and stacking the material within all lead and lift.(i) Not exceeding

3 Sq.M. in area.

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of Each. The work should be done as specified in above item.

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful

materials as directed and disposing as directed and disposing of the unserviceable materials with all lead

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing

posts including all earth work concrete in base and making good the disturbed ground stacking useful materials

as directed and disposing as directed and disposing of the unserviceable materials with all lead and lift.

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

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

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

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

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

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

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

including stacking the materials with all lead and lift

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

including stacking the materials with all lead and lift

The rate shall be for a unit of Each. The work should be done as specified in above item.

Scraping oil paint from steel and other metal surface and making the surface even (with Hand Scraping.)

Scraping oil paint from steel and other metal surface and making the surface even (with Hand

The rate shall be for a unit of Smt. The work should be done as specified in above item.

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

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

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. The work should be done as specified in above item.

Renovation and Repairing work in Chainlink fencing any size and also refixing work incl.

febrication work with all materails to be painted one coat of primer and twocoats of paint as

directed inline and level. (N.S.)

The work should be done as described in Above Table. The

The rate shall be for a unit of Rmt

The work should be done as described in Table as Per Instruction of Engineer In Charge. The Decision

of Additional City Engineer Will be Final

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with

all necessary fittings and connection etc. complete on terrace.

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

The rate shall be for a unit of Litre

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)100mm dia.

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

roviding 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

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Each

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

including jointing the trap with soil pipe in Cement Mortar1:1 (1-Cement:1-fine sand) (Seal and cover to

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

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P. Brass

waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 x395x420 mm )

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard make

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

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

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 Mortar1:1 (1-Cement : 1-Fine sand)(A) Vitreous

China.Pattern in white colour

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

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 v 400 mm size.(i) In white colour.

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.59 Providing and fixing chromium plated brass halftrun flush cock of approved quality

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

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.60 Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to

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

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.61 Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard

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

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

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of No

Item no.62 Providing and fixing toilet paper holder. (A) C.P.Brass

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.63 Providing and fixing screw down bib taps of following size. (A) Brass screw down bib

tap polished bright.

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.64 Providing and fixing screw down bib taps of following size. (B) Brass chromium plated

screws down Bib Tap.

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.65 Providing and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts.

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.66 Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal (i)

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.67 Providing and fixing ball cock of approved quality as directed. (B)Abonite (i) 25mm dia.

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no..68 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with solvent, including cost of all

materials.adhesive

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

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of Rmt

Item no.69 Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX orequivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt

Item no.71 Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as

per Consultant's design also includes required fabrication structure in the grid of 2'-0x2'-0 size

using hollow pipe of16 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon paste

application for fixing the sheet . Rate also includesnecessary bending, cutting, labor charges , Zinc

Primer coat & Two coats of oil painting of color as approved by consultants & making good the

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of smt

Item no.72 Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets. (N.S.)

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of rmt

Item no.73 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

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

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of Rmt

Item no.74 Making Water connection from exi.Muni. Water line (N.S.)

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Nos.

The rate shall be for a unit of Smt.

Item no.75 Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps withmotor

and required cable and switch board of approved brand and make etc.comp.as directed.

The rate shall be for a unit of Set

Item no.76 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and

placing in position complete up to floor two level (up to 10 ton)

The scope of work consists of providing and laying mild steel

reinforcement and TMT CRS Fe-500 reinforcement for RCC works of various components of the

structure. This may be Tisco or any other approved manufacturer branch and corrosion resistant steel

bars approved by the Engineer Incharge. This includes cuttings, bending, binding, placing, with all

equipments and labour required for the work as directed by the City Engineer, Ahmedabad and all

operations covered within the intent and purpose of the specification.

Being of Reinforcement

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and

conforming to the relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the City Engineer,

AMC, Ahmedabad using a proper bar bender, operated by hand or power to attain proper radii of

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not

be heated to facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

Signature of Bidder Page 68 of

Ahmedabad Municipal Corporation

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be

securely held in position during placing of concrete by annealed binding wire not less than 1 mm in size

and conforming to IS:280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting

wires or other approved devices at sufficiently close intervals. Bars will not be allowed to sag between

supports nor displaced during concreting or any other operation over the work. All devices used for

positioning shall be of non-corrodible material. Wooden and metal supports will not extend to the

surface of concrete, except where shown on the drawings, placing bars on layers of freshly laid concrete

as the work progresses for adjusting bar spacing will not be allowed. Pieces of broken stone, brick or

wooden blocks shall not be used. Layers of bars shall be separated by spacer bars, precast mortar blocks

or other approved devices.

Reinforcement after being placed in position shall be maintained

in a clean condition until completely embedded in

concrete. Special care shall be exercised to prevent any

displacement of reinforcement in concrete already

To protect reinforcement from corrosion, concrete cover shall be

provided as indicated on the drawings. All bars protruding from concrete to which other bars are to be

spliced and which are likely to be exposed for an indefinite period shall be protected by a thick coat of

neat cement grout.

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates

having slots accurately cut in for bar position. Such templates shall be removed after the concreting

has progressed upto a level just below them.

Bars crossing each other, where required, shall be secured by

binding wire (annealed) of size not less than 1 mm and conforming to IS;280 in such a manner that

they do not slip over each other at the time of fixing and concreting. As far as possible, bars of full

length shall be used. In case this is not possible, overlapping of bars shall be done as directed by the

City Engineer, AMC, Ahmedabad. When practicable, overlapping bars shall not touch each other, but

be kept apart by 25 mm or 1 ¼ times the maximum size of the coarse aggregates whichever is greater,

by concrete between them. Where this is not feasible, overlapping bars shall be bound with annealed

steel wire, not less than [1 mm thickness twisted tight in eight shape around the lapped bars. The

overlaps shall be staggered for different bars and located at fixed locations only along the span where

neither shear nor being moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the

drawings, joints of reinforcement bars shall be butt welded so as to transit their full strength. Welded

joints shall preferably be located at points where steel will not be subject to more than 75 percent of

the maximum permissible stresses and welds so staggered that at any one section, not more than

per cent of the rods are welded. No –pre-warning or post heat treatment is necessary. Interpass

temperature should be limited to 200º C with low heat input and equivalent strength low hydrogen

Signature of Bidder Page 69 of

Ahmedabad Municipal Corporation

type electrode. Suitable means shall be provided for holding the bars securely in position during

welding. It must be ensured that no voids are left in welding and when welding is done in 2 or

stages, previous surface shall be cleaned property. Ends of the bars shall be cleaned of all loose scale,

rust, grease, paint and other foreign matter before welding. Only competent welders shall be

employed on the work.

Welded pieces of reinforcement shall be tested. Specimens shall

be taken from the actual site and their number and frequency of tests shall be as directed by the City

Engineer, AMC, Ahmedabad.

The TMT bars shall be tested for any or all of the following tests

as directed by the Engineer Incharge

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

The Quantity Shall be Measured in Unit Kg.

Item no.77 Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge and

excavated rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km.

distance or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic

finding which in view of public safety and traffic convenience. The corporation shall carry out the work by any

other agency at the contractor’s risk and cost. If the instructions are not completed within 7 days from the date

of order to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal

Corporation at the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be

carried out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth

after the trenches we will watered and refilled with the sand. The rate of carting including carting of brickbats,

metal, rubble vegetable and garbage, if necessary to clear the road surface.

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

Item no. 78 P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same

as lal darwaja garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C

1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle frame

8'x4' size with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be welded to MS pipe with MS

flat as instruction given.The M.S pipe and the M.S angle frame are to be painted one coat of primer and

two coats of paint as directed in line and level. (N.S)

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

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 70 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of Rmt

Item no. 79 Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb block for Footpath in

M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timbaor

equivalent quality for pre-cast blocks, reasonablyexposed finish/ formwork

mould with well equippedwith vibratory system for kerb stones of approved design including

curing, etc. complete, including thecost of formwork etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerbstones in line and level on 5 cm thick sand

bedding withnecessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of thekerbstones. Filling of zari alone the sides of the kerbstone

fixed with Bituminous concrete Bituminousconcrete / C.C. mixed in proper position to

flush withthe road surface as directed by Engineer in change to form a portable mixture.a)

Laying on 5 cm thick Sand Bedding

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt

Item no. 80 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35

Grade of any size shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm

nominal size for footpath,parking areas, service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks using rubber mould, Rate providing and

laying paver blocks as per required grading and specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in line and level by skill mason of flooring work

only. It should be laid in such a way that the no cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials shall not be allowed for production. Laying on 5 cms

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

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Smt

Item no. 81 Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap

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

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 71 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of Nos.

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

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

cement. (upto 10 ton)

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

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

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

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

generally as per specifications of plaster item.

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

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

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

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

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

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

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

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

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

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

Curing : Curing shall be done for 7 days continuously.

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

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

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

. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would

interfere with the evenness of bedding the base shall be cleared with well wetted. The mortar shall then

be spread in thickness not less than 10 mm at any place and average 12 mm thickness. The proportion

of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed.

The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently

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

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

line or as per pattern.

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

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

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

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

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

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

Signature of Bidder Page 72 of

Ahmedabad Municipal Corporation

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

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

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

Mode of measurement & payment

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

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

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

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

in the same rooms.

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

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

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

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

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

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

Marble stone slab 20 mm. thick.

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

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

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

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

shall be true square and free form chippings.

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

be 15 mm. in length and breath.

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

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

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

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

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

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

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

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

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

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

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

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

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

finished surface shall be true to level and slopes as directed.