Repairing, Renovation and Maintanance work diff. Muni.Building, Muni.School and other Muni.Building in Shahibaug ward.

Name of work: - bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ngt< Bgwrl. Nt¤tytu/Bgwrl. rcÕzedtu <ubs

y.Bgw.ftu. nM<flt yLgrcÕzedtubtk sYhe hevuhed/heltuJuNl/buLxulLm fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

within the limit of A.M.C.

1 Name of work bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ngt< Bgwrl. Nt¤tytu/Bgwrl. rcÕzedtu <ubs

y.Bgw.ftu. nM<flt yLgrcÕzedtubtk sYhe hevuhed/heltuJuNl/buLxulLm fhJtlt ftb ctc<.

(yu.yth.me. xuLzh)

2 Estimated Tender Amount

Rs. 2999674.61 (exclusive of GST). GST will be paid extra

by AMC/Authority at prevailing rate to the contractor

3 Tender fee Rs. 1500/-

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

Tender Fee shall be submitted physically along with the Physical

4 Time Limit 12 Months (Excluding Moonsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E1” 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 Rs.29,997.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to in 10.0 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 120 days. E.M.D. shall be

submitted physically along with the Physical Submission.

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

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

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

Bhavan, Danapith, Ahmedabad-380001.

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

responsive and shall be summarily rejected.

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

Tender Documents • Whole tender shall be submitted only on

www.teder.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.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

validity of the Security Deposit shall be up to valid till 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

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

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

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

deducted from each running bill.

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

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

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

18 GST condition This rate shall be without GST. As Per New slab GST 18% Additional paid

when finally estimate approval. as per circular no.38 Dt.21.11.2022

19 Penelty Clause AMC Online modules ccrs complain with in sla time limit to work any

how completed, if not completed and indicate after converted to beyond

Sla in this case a penelty will have to be paid in deposited in Amc.

Penalty Clause mention for your knowledge at page no. 41 &

• 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-

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Signature of bidder Page

Ahmedabad Municipal Corporation

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ngt< Bgwrl.

Nt¤tytu/Bgwrl. rcÕzedtu <ubs y.Bgw.ftu. nM<flt yLgrcÕzedtubtk sYhe

hevuhed/heltuJuNl/buLxulLm fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

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

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

the time specified all in accordance with the specification, designs, drawing and

instruction in writing referred to in the said document and with such materials as

mentioned for, at the respective rates which I/we have quoted in the Price Bid or at

such other rates as may be fixed under the provisions of these conditions.

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

agreement and when required, execute the contract, according to your form 1 of

agreement as or in default where of I/we bound myself/ourselves to forfeit the

"Earnest Money Deposit."

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

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

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

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money

Deposit", for the sum as mentioned in NIT, the full value of which is to be absolutely

forfeited to the Employer If I/We fail to commence the work specified. Otherwise the

Employer shall retain the said sum, as on account of such Security Deposit as provided

for in the aforesaid documents.

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

approved in accordance with conditions in the aforesaid documents.

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

lowest or any tender, which are received. I / We also understand & agree that

Municipal Commissioner Reserves the right to allot number of tenders to successful

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

I/We am/are bound to execute the job if the work order is issued within

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

Signature of bidder Page

Ahmedabad Municipal Corporation

and if any Documents found false/fake then Municipal Commissioner/AMC has right to

take any action/penalty/punishment against me.

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

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

under this contract than in such case Municipal Commissioner/AMC has right to debar/

blacklist permanently.

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

State), Octroi duties, Royalty on material (i.e. Aggregate, Sand etc.) And any other

taxes prevailing and from time to time on such items on which the same are leviable

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

Yours faithfully

Seal and Sign of Contractor

Signature of bidder Page

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad

Municipal Corporation (referred to as Employer in these documents) invites

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

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

(hereinafter called as IFB.) from competent bidder. The bidders may submit

bids for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility

criteria as defined in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned

in the Clause-14. An agency that has been engaged by the Employer to provide

consulting services for the preparation or supervision of the works, and any of

its affiliates, shall not be eligible to bid.

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

the firms those are blacklisted/ debarred for specified period by AMC,

Governement of Gujarat, Government of India or any other entity controlled by

it, would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register “D” class having in Road Works in PWD in

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

5.0 DISQUALIFICATION

Even though the bidders meet the above mentioned qualifying criteria, they

are subject to be disqualified if they have,

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

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

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

completing the contract, inordinate delays in completion, litigation history, or

financial failures etc. or debarring from AMC work etc.

• Tampered the bid document in any manner.

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

for the purpose of restricting competition.

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

and other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

changes his commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

opened before the due date of opening.

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

of Earnest Money Deposit.

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the

bidder(s) for their misleading or false representations in the forms statements

etc. for the period to be decided by the Employer.

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission

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

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

examine and familiarize himself with the site of Works and its surroundings

including source of earth, water, road aggregates etc. and obtain all

information that may be necessary for preparing the Bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at

the Bidder's own expense.

8.0 Bidders shall not have any dispute or claim for any kind of

compensation in case of,

• If the quantity stipulated in the tender items varies or the scope of work

changes and thereby total amount of work increases / decreases up to any

changes and thereby total amount of work increases / decreases up to any

• 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

Signature of bidder Page

Ahmedabad Municipal Corporation

8. Bill of Quantities

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

contract data, forms, terms, technical specifications, forms, Annexes in the bid

document. Failure to comply with the requirements of bid documents shall be

at the bidder’s own risk. Bids which are not substantially responsive to the

requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

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

bidding documents by issuing addendum.

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

placed on website www.nprocure.com The prospective bidder shall refer to

website to check any addendum before 24 hours of opening of bids. AMC will

not give any advertisement for the same.

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

into account in preparing their bids, the Employer may, at his desecration,

extend as necessary the deadline for submission of bids.

10.4 Prospective bidders should attach the addendum made for the work & if fails

to do so than also the changes made through such addendum shall be

applicable & bound to the bidder.

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

documents along with bid:

• Required Registration Certificate

• Other requested documents

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

with these Instructions to Bidders (ITB)

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

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..

Signature of bidder Page

Ahmedabad Municipal Corporation

• 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

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

completion of Work and shall not be subject to adjustment on any account,

except where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

be made in Indian Rupees.

15.0 Bid Validity

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

bid valid for a shorter period shall be rejected by the Employer as non-

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

Employer may request that the bidders may extend the period of validity for a

specified additional period. The request and the bidders' responses shall be

made in writing or by cable. A bidder may refuse the request without forfeiting

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

permitted to modify his bid, but will be required to extend the validity of his

bid security for a period of the extension.

16.0 Earnest Money / Bid Security

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

IFB as part of his bid, in the form of Demand Draft / pay order / Bank

Guarantee in favour of Municipal Commissioner, Ahmedabad valid for

16.2 The issuing branch of the bank guarantee shall be of Ahmedabad /

Gandhinagar City only.

A. As per Government of Gujarat G.R. No. - FD/MSM/e-file /4 /2023/ 4020/D.M.O.

Date: 11/03/2024 & Circular of Finance Department, AMC no. 10 Date: 05-08-

2024, approved Banks are Guarantees issued by following banks will be

accepted as SD/EMD on permanent basis.

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for the period up

to March- 31, 2025. The validity cut-off date in the GR is with respect to the

date of issue of Bank Guarantee irrespective of the date of termination of Bank

1. Commercial Banks :-

1. A U Small Finance Bank

3. Bandhan Bank

Signature of bidder Page

Ahmedabad Municipal Corporation

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

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

Employer as non-responsive.

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

treated as non-responsive.

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

bidders will be returned as promptly as possible.

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

tenders, will be returned when the successful bidder has furnished the

required security deposit and signed the agreement.

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

has signed the Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

(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 follows:-

• Complete Tender Document with stamp all necessary qualification related

documents (in two copy)

Above two envelopes shall be kept in one envelope and it should be marked as

“Technical Bid” and sealed. This Outer envelope should mention the name of

firm of bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c)Bear the following identification:

Indicate the name and address of the bidder.

• If the outer envelope is not sealed and marked as above, the Employer will assume

no responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

18.1 Complete Bids (including Technical bid and necessary documents) must be

received by the Employer at the address specified in bid information not later

than the date indicated on the face sheet of the document. In the event of the

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

the Bids will be received up to the appointed time on the next working day. The

Bidder is further required to submit Documents in Physical Form on or before

Signature of bidder Page

Ahmedabad Municipal Corporation

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

following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through

(n) procure e-tendering portal on account of delay in submission at bidder's

end. Bidder shall ensure that they submit the bid well before the "Due Date &

Time of Bid- Submission". AMC shall not be responsible if bidder is not able to

submit the bid on account of failure in network/internet connection or any

other technical reason.

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

amendment in accordance with respective Clause, in which case all rights and

obligations of the Employer and the bidders previously subject to the original

deadline will then be subject to the new deadline.

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

corrigendum if any.

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

rejected and returned unopened to the bidder.

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

returned unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

Employer prior to expiration of the Bid validity period by writing, facsimile or

e-mail confirmed by registered letter. This letter (hereinafter and in the

Conditions of Contract called the “Letter of Acceptance” will state the sum that

the Employer will pay the Contractor in consideration of the execution,

completion, and maintenance of the Works by the Contractor as prescribed by

the Contract (hereinafter and in the Contract called the “Contract Price”).

The notification of award will constitute the formation of the Contract, subject

only to the furnishing of a Security Deposit in accordance with the provisions of

The agreement will incorporate all correspondences between the Employer

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

within 28 days after the successful bidder (hereinafter called the Contractor)

receives the Letter of Acceptance, unless they agree otherwise, subject to

furnishing the security deposit before signing the Agreement with the

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

promptly notify the other Bidders that their Bids have been unsuccessful and

release their Earnest Money Deposit / Bid Security.

Signature of bidder Page

Ahmedabad Municipal Corporation

22.0 SECURITY DEPOSIT

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

shall deliver to the Employer a security deposit in the form of Bank Guarantee

for an amount equivalent to 5% of the Contract Price valid for the period of

valid till 90 days beyond Date of completion of work. The Security Deposit shall

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

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

per annum will be charged by AMC.

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

the Employer, from Ahmedabad branch of any Banks mentioned in the clause

no. 16.2 of these tender documents.

22.3 This security deposit shall be released only after the clearance of final bill

including pre & post Audit.

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

submission of security deposit or late renewal of bank guarantee for the

number of days delayed for submission or discontinuity of the bank guarantee.

22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be

same verbatim as per the format. Bank Guarantee shall be submitted on right

value of stamp paper and for correct value of contract.

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

22.1 shall constitute sufficient grounds for cancellation of the award and

forfeiture of the Bid Security.

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

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

shall be commercial terms and conditions of the tender.

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

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

other account whatsoever may be deducted from Security Deposit. Also in the

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

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

notice of demand from the Engineer-in-Charge, make good the deficit in

Security Deposit.

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

validities of Bank Guarantees as may have been furnished by the Contractor

from time to time, are required to be extended/renewed, the Contractor shall

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

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

aforesaid Guarantees originally furnished failing which the existing Bank

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

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

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

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

activities as per contract are not completed in all respects.

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

contractor after 45 days of completion date / Final Bill paid date which ever is

later. No interest on the amount of Security Deposit shall be paid to the

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

agreement at Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

In case of all the disputes, decision of the Municipal Commissioner,

Ahmedabad shall be final and binding to the bidder.

25.0 LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or

arbitration resulting from Contractors completed or under execution by him

over last five years. If the details of Litigation History are hidden by the Bidder

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

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

against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Value of showing

Name of Reasons/Details for

Year Employer the Project

Project litigation/arbitration Present

 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

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.

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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

defects liability period to following safety aspects and shall take all

necessary steps to ensure that danger to safety is avoided all the time in

Safety of the works

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

indirectly engaged by him for the works

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

Employer at the same site of the Employer and Engineers employees

engaged at work site.

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

fencing, warning signs, barricading, and cones; when and where necessary,

or required by Engineer in Charge or by any duly constituted authority for

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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

the complete installation and shall also be responsible for any pilferage,

theft, damage, penalty etc. in this regard. The Contractor shall indemnify

the Owner against any claim arising out of pilferage / theft, damage, penalty

etc. whatsoever on this account.

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

the work. Necessary protective and safety equipments shall be provided to

them by the Contractor at his own cost and used at site.

6.0 Contractor to keep site clean:

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

All wreckage rubbish, excess materials, temporary works no longer required

will be removed from site immediately.

7.0 Clearance of site on completion:

The Contractor shall clear away and remove all Contractors equipment,

surplus materials, rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

construction, installation, testing, and commissioning work to be done by

the Contractor.

b. The quantities stated in the schedule B are estimated quantities. The

Contractor shall be paid only quantities calculated after taking

measurements of executed work. The rate stated in the schedule B for each

item of work shall apply. The works shall be measured by the Contractor

jointly with the authorized representative of the Engineer and all particulars

required by the representative of the Engineer shall be supplied by the

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

working space etc. is to be made.

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

quality or quantity of the works or any part thereof that may, in his opinion,

be necessary and for that purpose, or if for any other reason it shall, in his

opinion, be appropriate, he shall have the authority to instruct the

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

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

 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

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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

contractor or for which he is responsible, any additional cost attributable to

such default shall be borne by the Contractor.

9.3 The Contractor shall not make any such variation without an instruction of

the Engineer. No instruction is required for quantities varying from those

provided for the items in the contract schedule B.

10.1 The basis for the valuation of variations for addition to the Contract Price

shall be as follows in the same order of priority.

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

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

the Engineer-in-charge.

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

where there is a quantity variation.

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

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

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

carried out by the Contractor and he shall be paid at the rate fixed by

Employer which shall be fixed as lowest of the rates derived by rate analysis

based on the following three methods. , the priority of the documents

forming the Contract shall be as follows:

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

Year 2021-22, the rate of extra item shall be that rate and premium (above

or below) quoted by contractor.

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

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

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

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

overheads and the Contractors profit.

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

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

temporary and incidental works.

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

Contractors profit shall be taken at 10 % of the final rate derived.

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

prices as are, in his opinion appropriate and shall notify the Contractor

accordingly with a copy to the Employer.

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

account payments to be included in the Interim Payment Certificates, until

rates and prices are agreed as final by the Employer, the Contractor, and the

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

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

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

(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

days after having received.

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

continue performance of his obligation under the contract.

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

written permission of the engineer.

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

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

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

(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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

other than for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

fundamental breach of Contract and the Contractor fails to correct it within

a reasonable period of time determined by the Engineer;

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

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

for which the maximum amount of liquidated damages becomes payable as

defined in the Contract data;

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

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

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

giving, receiving or soliciting of anything of value to influence the action of a

public official in the procurement process or in contract execution.

“Fraudulent practice” means a misrepresentation of facts in order to

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

detriment of the Borrower, and includes collusive practice among Bidders

(prior to or after bid submission) designed to establish bid prices at artificial

non-competitive levels and to deprive the Borrower of the benefits of free

and open competition.”

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

Engineer for a cause other than those listed above, the Engineer shall

decide whether the breach is fundamental or not.

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

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

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.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

21.0 Materials obtain from dismantling

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

dismantle any part for reasons other than on account of bad or imperfect

work, the materials obtained from dismantling will be the property of the

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

the best interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

following matters, whether such disputes arise during the progress of the

work or after the completion or abandonment thereof, shall be referred an

independent Arbitrator appointed by AMC as far possible in consultation

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

accordance with the arbitration and conciliation Act.

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

or upon the works of the site thereof or belonging to the contractor or

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

part thereof possession of which may have been taken by the Engineer-in-

charge under the said clause –5.

(ii) The reduction in rates made by the Engineer-in-charge under clause

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

the materials or articles complained of.

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

clause 17 for the inferior work or materials as accepted or made use of.

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

estimates and assessed under clause

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

clause 33 in accordance with the instructions and the requirement of the

Engineer-in-charge in case where there are no specifications.

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

reasons and calculations to every item of claims. The decision will have to

be implemented by all the concerned.

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

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

where the site of work is situated.

The reference to arbitration proceeding under this clause shall not:

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

under clause 5 to take possession of all or any tools, plants, materials and

stores in or upon the works of site thereof belonging to the contractor or

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

any part thereof.

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

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

during the period the work is stopped or suspended in pursuance, of notice

given to the contractor under clause

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

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

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when

asked by AMC. No separate payment will be made to the contractor for this.

. The contractor shall have to submit the same in hard copy as well as soft

copy as and when demanded by the AMC.

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

except those permitted under clause 59.1, shall be taken, or permitted to

be taken by the Contractor or by any of his employees or any employees of

his sub-Contractors without the prior approval of the Engineer in writing.

No photographs/ videography shall be published or otherwise circulated

without the approval of the Engineer in writing.

Seal and Signature of the Bidder

AdditionalCity Engineer

Date: Ahmedabad

Municipal Corporation

Signature of bidder Page

Ahmedabad Municipal Corporation

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Signature of bidder Page

Ahmedabad Municipal Corporation

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(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¬

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

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

(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

(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 fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

Signature of bidder Page

Ahmedabad Municipal Corporation

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.

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

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

ylu œhlt yt^thu dwKtfth mw^thJtbkt ytJNu.

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

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

(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 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su

ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht Yt.1,00,00,000.00 mw^elt xuLzhle bkswheltu XhtJ

vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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 &e 3,00,000.00 Mþ^elt ftbtu btxu 1 btm

(2) Yt.3,00,000.00 &e 5,00,000.00 Mþ^elt ftbtu btxu 2 btm

(3) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 3 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 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 ytJNu.

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt<

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

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

fhth mbd{ ftblu jtdw vzNu.

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

rfMmtbtk leau œNotJuj ¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt

ytJNu.fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t

mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu fœ:-

Signature of bidder Page

Ahmedabad Municipal Corporation

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(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

(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

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

yuf mt&u s c^u NY fhJw vzNu.

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

mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle

vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt

òlbtj lu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vrhgtœ

&tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule

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

mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu

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

Vrhgtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

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

rJbtu vK W<thujtu ntuJtu stuRyu.

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

søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao

ftuLx[tfxhu CtudJJtltu hnuNu.<&t atjw ftb œhBgtl yuLSlegh Rlatso îtht

ybœtJtœ Bgwrlmevj ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd fhtJJt

sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw vtjl fhJtlw hnuNu.

Signature of bidder Page

Ahmedabad Municipal Corporation

(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

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

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

ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e

btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc

sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

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

bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

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

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

MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu

«Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

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

xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk

Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe

fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

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

vevzt, œtuhzt Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu

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

ftuLx[tfxhle hnuNu.

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

y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e

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

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

œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt

ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu

<u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe

yuLSlehgh©elu hnuNu.

(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj

<&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l

ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd

fhJtbtk lrn ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu

Signature of bidder Page

Ahmedabad Municipal Corporation

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 ytJNu.

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

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

xtEb jebex J^the ytvJtbtk ytJNu.

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

rJduhu ftuLx[t¾xhu VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lkk.38, <t.21/11/2022 <&t

mûtb m<tle b¤uj bkkswhe bwsc Syumxe rmJtg dK<hebtkk juJtbt ytJuj <&t «Jo<btl

rlgb bwsc Syumxe awfJJt vtºt &Nu. su ægtlu jR <btb rczomu xuLzhtu ChJtlt hunNu.

(35) mœh xuLzh ykk<od<olt ftb mkkjøl y.Bgw.ftuvtuo.btkk «Jo<btl <btb rlgbtu/mh¾gwjhtu jtdw

vzNu, <ubs JF<tu JF< &lth mw^thtytu vK jtdw vzNu. suule ltuk^ jR xuLzhtu ChJtlt

(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.

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Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

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

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

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

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

<ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu

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Ahmedabad Municipal Corporation

GENERAL DETAILS SPECIFICATION OF MATERIAL

1.1 Water shall not be salty or brackish and shall be clean reasonably

clear and free from objectionable quantities of silt and tract of oil and

injurious alkalis, salts, organic mater and other deleterious materials

which will either weaken the mortar or concrete or cause efflorescence

of attach the steel in R.C.C. Container for transport, storage and

handling of water shall be clean. Water shall conform to the standards

specified in I.S. 456-1978.

1.2 If required by the Engineer-in-charge it shall be tested by

comparison with distilled water. Comparison shall be made by means

of standard cement tests for soundness, time of setting and mortar

strength as specified in I.S. 269-1976. Any indication of unsoundness,

change in time of setting of 30 minutes either more or decrease of

more than 10 percent in strength of mortar prepared with water

sample when compared with the results obtained with mortar

prepared with distilled water shall be sufficient cause for rejection of

water under test.

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

acidic and also not too alkaline. It shall be free of elements which

significantly affect the hydration reaction or otherwise interfere with

the hardening of mortar or concrete during curing or those which

produce objectionable stains or other unsightly deposits on concrete or

mortar surfaces.

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

1.5 Potable water will be generally found suitable for curing mortar for

preparing or concrete.

2.1 Cement shall be Ordinary Portland, Ordinary Portland cement as

per I.S. 269-1976 or Portland slag cement as per I.S.455-1976.or

Sulphate Resistant Cement as per IS-12330 latest Revision.

2.2 Testing of Cement : It should be specifically noted that the

cement brought by the contractor at site of work shall be used after

the same is tested at the approved laboratory as per the direction of

the Engineer-in-charge. Such approved laboratory may be located at

Ahmedabad. All the charges for transport and testing of the samples

shall have to be borne by the contractor. The frequency of testing of

such materials shall be in accordance to the relevant Indian standard as

directed by the Engineer-in-charge.

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

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

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

deleterious substances and shall be got approved from the Engineer-in-

charge. The sand shall not contain more than 8 percent of silt as

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determined by field test. If necessary the sand shall be washed to

3.2 COARSE SAND :

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

not exceed 3.0. The sieve analysis of coarse shall be as under:

I. S. Sieve Percentage by I. S. Sieve

Designation weight passing Designation weight

sieve through sieve.

3.3 FINE SAND :

The fineness modulus shall not exceed 1.0. The sieve analysis of fine

sand shall be as under :

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight

through sieve through sieve.

2.36 mm 100 300 Micron 5 -

M-4 STONE GRIT :

4.1 Grit shall consist of crushed or broken stone and be hard, strong

dense, durable, clean, of proper gradation and free from skin or

coating likely to prevent proper adhesion of mortar. Grit shall for as

possible flaky elongated pieces shall be avoided.

It shall generally comply with the provisions of I. S. 383-1970. Unless

special stone of particular quarried is mentioned. Grit special stone of

particular quarries is mentioned. Grit shall be obtained from the best

black trap or equivalent hard stone as approved by the Engineer - in -

charge. The grit shall have no deleterious reaction with cement.

4.2 The grit shall conform to the following gradation as per sieve

I. S. Sieve Percentage passing I. S. Sieve Percentage

Designation through sieve Designation through sieve

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4.3 The crushing strength of grit will be such as to allow the concrete in

which it is used to build up the specified strength of concrete.

4.4 The necessary tests for grit shall be carried out as per the

requirements of I. S. 2386 (Parts I to VIII) 1963, as per instruction of the

Engineer-in-charge. The necessity of test will be decided by the

Engineer-in-charge.

M-5A STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE :

5A.1 Coarse aggregate shall be of machine crushed stone of black trap or

equivalent and be hard, strong, dense, durable, clean and free from

skin and coating likely to prevent proper adhesion of mortar.

5A.2 The aggregate shall generally be cubical in shape. Unless special

stones of particular quarries are mentioned, Aggregates shall be

machine crushed from the best black trap or equivalent hard stone as

approved. Aggregate shall have no deleterious reaction with cement.

The size of the coarse aggregate for plain cement concrete and

ordinary reinforced cement concrete shall generally be as per the table

given below. However in case of reinforcement cement concrete the

maximum limit may be restricted to 6 mm less than the minimum

lateral clear distance between bars of 6 mm. less than the cover

whichever is smaller.

I.S. Sieve Percentage Passing for I.S. Sieve Percentage

Designation single sized aggregates Designation single sized

of nominal size of nominal size

NOTE :- The percentage may be varied by the Engineer-in-charge

when considered necessary for obtaining better density and strength

5A.3 The grading test shall be taken in the beginning and at the charge of

source of materials. The necessary tests indicated in I.S. 383-1970 I. S.

456-1978 shall have to be carried out to ensure the acceptability. The

aggregates shall be stored separately and handled in such a manner as

to prevent the inter mixed on different aggregates. If the aggregates

are covered with dust, they shall be washed with water to make them

M-5B BLACK TRAP OR EQUIVALENT HARD STONE COARSE :

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5B.1 Aggregate for Design Mix concrete : Coarse aggregate shall be of

machine crushed stone of black trap or equivalent hard stone and be

hard, strong, dense, durable clean and free from skin and coating likely

to prevent proper adhesion of mortar.

5B.2 The aggregates shall generally be cubical in shape. Unless special

stones of particular quarries are mentioned, aggregates shall be

machine crushed from the best, black trap or equivalent hard stones as

approved. Aggregate shall have no deleterious reaction with cement.

5B.3 The necessary tests indicated in I. S. 383-1970 and I.S.456-1978 shall

have to be carried out to ensure the acceptability of the material.

5B.4 If aggregate is covered with dust it shall be washed with water to

6.1 The bricks shall be hard or machine moulded and made from

suitable soils and kiln burnt. They shall be free from cracks and flaws

and nodules of free lime. The shall have smooth rectangular faces with

sharp corners and shall be of uniform colour.

The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm to

20 mm deep on one of its flat sides. The bricks shall not break when

thrown on the ground from a height of 600 mm.

6.2 The size of modular bricks shall be 190 mm x 90 mm.

6.3 The size of the conventional bricks shall be as under :

6.4 Only bricks of one standard size shall be used on one work.The

following tolerance shall be permitted in the conventional size adopted

in a particular work.

Length : = 1/8" (3.0 mm) Width : = 1/16" (1.50 mm)

Height : = 1/16" (1.50 mm)

6.5 The crushing strength of the bricks shall not be less than

Kg/Sq.cm. The average water absorption shall not be more than

percent by weight. Necessary tests for crushing strength and water

absorption etc. shall be carried out as per I.S. 3495 (Part-I to IV) -

M-6A FLY-ASH LIME BRICKS :

The fly ash lime bricks shall conform to Grade-1 or Grade-2 of IS-3812-

1981. The frog of the 80 to 100 mm x 40 mm x 10 to 20 mm size.

The size of modular bricks shall be 190 mm x 90 mm x 90 mm.

The size of conventional brick shall be 225 mm x 110 mm x 75 mm.

Only bricks of one standard size shall used on one work. The following

tolerances shall permitted in the conventional size adopted in a

particular work:

Length : + 3 mm

Height : + 2 mm

The physical characteristic of bricks shall be as follows.

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The minimum compressive strength of fly ash lime bricks shall not be less

than 75 Kg/Sq.Cm. and the test shall be conform to IS-3495 (Part-

The average drying shrinkage of the brick when tested by the method

described in IS 4139-1989 being shall not exceed 0.15 percent.

The averages water absorption not more than 20 percentage by mass and

the test shall conform to IS-3495 (Part-3):1992.

M-7 MILD STEEL BARS :

7.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S.

432 ( Part-II ) 1966 and shall be tested quality. It shall comply with

relevant part of I.S.456-1978.

7.2 All the reinforcement shall be clean and free from dirt, paint,

grease, mill scale or loose of thick rust at the time of placing.

7.3 For the purpose of payment the bar shall be measured correct upto

10 mm length and weight payable worked out the rate specified below

1. 6 mm 0.22 Kg./Rmt. 8. 20 mm

2. 8 mm 0.39 Kg./Rmt. 9. 22 mm

M-8 TMT FE-500 STEEL BARS FOR REINFORCEMENT :

8.1 Reinforcement bars shall conform to IS-432, IS-226 or IS-1786 with

its latest amendment and welded wire fabrics to IS : 1566. Only TMT

bars for reinforcement in RCC duct shall be used which shall be clean,

free from pitting, oil, grease, paint, loose mill scale, rust, dirty dust or

any other such substance that will destroy or reduce bond.

It permitted by the Engineer-in-charge reinforcement shall be done in

accordance with IS-2751 or IS-9147 as applicable.

8.2 Other provision and requirements shall conform to specification No.

M-7 for mild steel bars.

M-9 MILD STEEL BINDING WIRE :

9.1 The mild steel wire shall be of 1.63 mm or 1.22 mm (16 or 18 gauge)

diameter and shall conform to I.S. 280-1972.

9.2 The use of black wire will be permitted for binding reinforcement

bars. It shall be free from rust, oil paint grease, loose mill scale or any

other undesirable coating which may prevent adhesion of cement

M-10 STRUCTURE STEEL :

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10.1 All structural steel conform to I.S.226 - 1965. The steel shall be free

from the defects mentioned in I.S. 226-1975 and shall have a smooth

finish. The material shall be free from loose mill scale, rust pits or other

defects affecting the strength and durability. Rivet bars shall conform

10.2 When the steel is supplied by the contractor test certificate of the

manufacturers shall be obtained according to I.S. 226-1975 and other

relevant Indian Standards.

M-11 SHUTTERING :

11.1 The shuttering shall be either of wooden planking of 30 mm.

minimum thickness with or without steel lining or of steel plates

stiffened by steel angles. The shuttering shall be supported on battens

and beams and props of vertical ballies properly cross braced together

so as to make the centering rigid. In places of bullie props, brick pillar

of adequate section built in mud mortar may be used.

11.2 The form work shall be sufficiently strong and shall have camber, so

that it assumes correct shape after deposition of the concrete and shall

be able to resist forces caused by vibration of live load of men working

over it and other incidental loads associated with it. The shuttering

shall have smooth and even surface and its joints shall not permit

leakage of cement grout.

11.3 If at any stage of work during or after placing concrete in the

structure, the form sags or bulges out beyond the required shape of

the structure, the concrete shall be removed and work redone with

fresh concrete and adequately rigid form work. The complete form

work shall be got inspected by and got approved from the Engineer-in-

charge, before the reinforcement bars are placed in position.

11.4 The props shall consist of bullies having 100 mm minimum diameter

measured at mid length and 80 mm at thin end and shall be placed as

per design requirement. These shall rest squarely on wooden sole

plates 40 mm thick and minimum bearing area of 0.10 Sq.m. laid on

sufficiently hard base.

11.5 Double wedges shall further be provided between the sole plate

and the wooden props so as to facilitate tightening and easing of

shuttering without jerking the concrete.

11.6 The timber used in shuttering shall not be so dry as to absorb water

from concrete and swell or bulge nor so wet to shrink after erection.

The timber shall be properly sawn and planned on the sides and the

surface coming in contract with concrete. Wooden form work with

metal sheet lining or steel plates stiffened by steel angles shall be

11.7 As far as practicable, clamps shall be used to hold the forms

together and use of nails and spikes avoided.

11.8 The surface of timber shuttering that would come in contact with

concrete shall be well wetted and coated with soap solution before the

concreting is done. Alternatively coat of raw linseed oil or oil of

approved manufacture may be applied in place of soap solution. In

case of steel shuttering either soap solution or raw linseed oil shall be

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applied after thoroughly cleaning the surface. Under no circumstances

black or burnt oil shall be permitted.

11.9 The shuttering for beams and slabs shall have camber of 4 mm per

meter (1 in 250) or as directed by the Engineer-in-charge so as to offset

of subsequent deflection for cantilevers the camber at free end shall

be 1/50 of the projected length or as directed by the Engineer-in-

M-12 HARD DRAWN WIRE :

The Hard drawn steel wire should confirming to IS-432 (Part 2), Hard

drawn steel wire shall be manufacture and its chemical composition

should be as per para 3.0. The finished wire should be free from

defects and finished in a workman like manner. Nominal sizes,

Tolerances, Physical requirements are as per IS : 432 (Part-II) latest

edition. Hard drawn steel wire should be tested as specified in IS :

(Part-II) latest edition.

Note : All the B.I.S. mentioned above shall be with its latest

addition as well as amendment.

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ITEM TECHNICAL SPECIFICATIONS:

Name of work:- bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ngt< Bgwrl. Nt¤tytu/Bgwrl.

rcÕzedtu <ubs y.Bgw.ftu. nM<flt yLgrcÕzedtubtk sYhe hevuhed/heltuJuNl/buLxulLm

fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

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

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 asphalt.

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

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reason 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

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

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

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 safety.

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

Mode of Measurement shall be on cubic meter basis.

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and

curing complete, excluding the cost of form work and reinforcement for reinforced

concrete work in:

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)

Item No.4 Providing and laying in position Ready Mixed M-200 grade concrete for reinforced

cement conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of

concrete, improve work ability without impairing strength and durability as per direction of

theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 400 kg )

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere

work, using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as

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per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 400 kg )

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:

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

before the concrete is placed and the form work in contact with concrete shall be cleaned and

thoroughly wetted or treated. The surface shall be then coated with soap solution applied before

concreting is done. Soap solution for the purpose shall be prepared by dissolving yellow soap in water

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

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

thoroughly cleaning the surface. Care shall be taken that the coating does not get on construction joint

surface and reinforcement bars.

Stripping time:

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

following periods:

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

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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

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

safely of the form work and concrete work before, during and after pouring concrete. Watch should be

kept to see that behavior of centering and form work is satisfactory during concreting. Erection should

also be such that it would allow removal of forms in proper sequence without damaging either the

concrete or the forms to be removed.

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

loads without any settlement.

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

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

afford easy inspection.

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.6:- Providing & Applying Tri mix with De watering Machine and floter machine on

constructed CC work for finishing the surface as per requirement. The rate

including all machinaries, labours, loading , unloading, transportion etc complate

as direction given by engineer incharge.

For detailed specification refer R & B Dept. Booklet for General Technical Specification

for building works (P.31,Item No.9.1)

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Item No.7:- Making 15 mm Groove on RCC work on road and fill it with poly sulfied selant and

finished it good include all labour charges etc Comp as directed.

Making 15 mm groove in RCC work on road and filling it with polysulfied selant and

finished it good incl.all labour charges etc comp as directed.

The mode of measurement shall be on Rmt of basis.

Item No. 8 :- Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level (upto 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

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 bends.

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:

S.No. Operation Size TMT CRS-Fe-500

1 Bend Upto 22 mm dia 3d

Over 22 mm dia 4d

2 Rebend Upto 10mm dia 4d

Over 10 mm dia 5d

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

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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 placed.

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 33 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 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 3 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

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

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Sulphur dioxide test

Potentio dynamic test

The rate shall be for a unit of Kg basis.

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 :5 - fine sand) (B)

Conventional (upto 10 ton)

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 1:5 (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 of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used

except when necessary to complete to bond; closer in such case shall be cut to required size and used

near the ends of walls.

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

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

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

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.

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

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

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

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.

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Masonary work using Aerated light weight concrete block having crushing strength not less

than 35 kg/sqcm for super structure above plinth level upto floor two level in cement mortar 1:5

( 1 cement : 5 fine sand ) complete as per Technical Specification

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

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

than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-

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

complete including the cost of form work but excluding the cost of reinforsement for R.C.C

work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors

windows and clear story windows including anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

(A) Plywood sheet panels. (upto 10 ton)

(B) Particle board panels (upto 10 ton)

(C) Hard board panels. (upto 10 ton)

(D) Asbestos sheet panels. (upto 10 ton)

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

Mode of payment shall be in Sq.m

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

flats at required spacings and frame alround, square or round bars with round headed bolts

and nuts or by screws (A) Plain Grill. (upto 10 ton)

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

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

screws (A) Plain Grill. (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.

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Ahmedabad Municipal Corporation

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.

Providing & Fixing in position Alluminium doors with frame using approved quality anodised

extruded alluminium section as approved by Engg.in charge(Jindal alluminium)(a) Frame

sections 101.6x44.45 mm (b) Shutter bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at

1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section

at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved color Acrylic sheet

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

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

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

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

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

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

approved manufacturers.

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

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

windows, shall confirm to IS: 1949, if so specified. All aluminum units shall be supplied with Metallic

color anodized finish. The minimum anodic film thickness shall be 0.015 mm. Doors, windows and

ventilators shall be of an approved manufacture. Fabrication of the units shall be with the extruded

sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming to the

requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and

shutters shall be free from warp or buckle and shall be square and truly plane. Punching of holes, slots

and other provisions to install fittings or fixtures later shall be made at the correct locations, as per the

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

IS: 1949 shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of

extruded sections for the various components of the units. However, new sizes, shapes, thickness

with modifications to suit snap-fit glazing clips etc. are being continuously being added by various

leading manufacturers of extruded sections, which are available in the market. As such, the sections of

the various components of the unit proposed by the Contractor, will be reviewed by the GSDWICL and

will be accepted only if they are equal to or marginally more than that given in the codes/as specified.

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

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

thickness of glazing proposed as indicated in the items of works prepared by the Contractor. A layer of

clear transparent lacquer shall be applied on Aluminium sections to protect them from damage during

installation. This lacquer coating shall be removed after the installation is completed.

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing and fixing sheet glass, selected quality (Type-C) bedded in putty and fixed with

wooden beading including the cost of wooden beadings of first class teakwood and

necessary cutting of glass.

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 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.

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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 3.3 Kg/Cement

/Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles

be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till

they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The

joints between the tiles shall be as thin as possible in straight line or as per pattern.

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

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

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

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

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

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

Providing and laying Ceramic 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)

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

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

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

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

surface. The thickness shall be 10 mm to 15 mm. as

specified in the item but not less than 10 mm. at any

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

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

and 10 mm thickness shall be then be spread. Top surface of the mortar shall then be corrected by

adding fresh mortar at hollows or depressions. The mortar shall then be allowed to harden bit. Over

this surface, cement slurry of honey like consistency shall be applied. The slab shall then be gently

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Ahmedabad Municipal Corporation

place in position and tapped with wooden mallet till it is properly pedded in level with and close to the

adjoining slab. The joint shall be as fine as possible. The tiles fixed in the floor adjoining the wall shall

enter not less then 10 mm. under the plaster skirting or dado. The junction between the wall floor shall

be finished neatly. The finished surface shall be true to levels and slopes as directed.

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

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

fittings shall be made without any extra cost.

Mode of measurements & payment :

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

the finished faces of risers, skirting or dado. Height

shall be measured from finished level of treads or

floor to top. Lining of pillar shall be measured under

The rate shall be for a unit of 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 10 mm. under the plaster

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

surface shall be true to level and slopes as directed.

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

Mode measurements & payment :

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

shall be measured between the finished face of skirting or dado or wall plaster. No deduction shall be

made not extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall

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Ahmedabad Municipal Corporation

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 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.

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.

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Ahmedabad Municipal Corporation

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

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 later on.

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 wet.

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.

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 3.0 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.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as

follows and no addition shall be made for 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

When two faces of wall 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

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.

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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.

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 Scraping.)

The rate shall be for a unit of Smt. The work should be done as specified in above item.

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

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 prepared.

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

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 finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the

surface cleaned.

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Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke

soot removed of oil and grease spots treatment for infection with effloresces moulds moss, funji and

kitchen and patch repairs to plaster wherever done shall not be paid extra.

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 finish.

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.

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.

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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

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. Same For Item NO.33

Painting two coats (excluding priming coat) on external surface of new rain water, soil,

waste and vent pipes and fittings with ready mixed bituminous brushing, black, anti

corrosive to give an even shade including cleaning of all dirt, dustand other foreign

matter.(75 mm dia)

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 smooth.

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

Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " on wall surfaces (two coats) to

give required even shade after application of Exterior Primer of Approved Brand &

Manufacturers after thoroughly brushing the surface to remove all dirt & remains of loose

powdered materials.

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

Dismantling the following including loading, unloading and disposal of unserviceable material for

all lead or as directed by Engineer-In-Charge and stacking the serviceable material and backfilling

the resulting trenches and pits complete.

Demolishing work shall be carried out as per instructions given by the Engineer in charge.

Demolishing of stone slab pavement or any other type of paving, proportion of cement or lime, sorting out

materials, carting them up to lead of 60 mts. & Stacking the different materials separately as directed by the

Engineer in charge of work. The work shall be done carefully.

The Mode of measurement and rate shall be given as per one square meter basis.

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Ahmedabad Municipal Corporation

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.

The rate shall be for a unit of Each. 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.

Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and

sand slurry 1:Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting

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

Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and

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

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1 by weight) (up to 10 ton)

Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot mixture of bitumen

and clean dry sand (1:1 by weight) (up to 10 ton)

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x

mm x 6 mm and oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two

diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed

to posts with G.I, staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block

in C.C 1:5:10 etc complete.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x

mm and oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,

staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc

The rate shall be for a unit of Rmt

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Ahmedabad Municipal Corporation

Carring out timber treatment to all wood work including drilling holes and spraying oil based

chemical solution on surface of timber work for termite control including labour and material

etc. complete. Using Chlordene 20 EC. As Per 6113_part III Consentration Weight 1.00 percent

is recommended one litre chemical emulsion dillute with 9 liter of kerosene precent

concentration. Total dillute concrentration will be 10 litre inclusive of the litre chemical

emulsion appication 0.75 / Litre chemical per one Sqmt printed two coat wood surface.

Carring out timber treatment to all wood work including drilling holes and spraying oil based chemical

solution on surface of timber work for termite control including labour and material etc. complete. Using

Chlordene 20 EC. As Per 6113_part III Consentration Weight 1.00 percent is recommended one litre

chemical emulsion dillute with 9 liter of kerosene precent concentration. Total dillute concrentration will

be 10 litre inclusive of the litre chemical emulsion appication 0.75 / Litre chemical per one Sqmt printed

two coat wood surface.

The rate shall be for a unit of Smt

Carring out plinth treatment to post construction / existing structure by spraying chemical

solution for termite control treatment including labour and material consist ment with I.S.

specification. Using Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II Consentration

Weight on percentis recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical emulsion appication attherate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for

termite control treatment including labour and material consist ment with I.S. specification. Using

Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II Consentration Weight on percentis

recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1% concrentration inclusive of

one litre chemical emulsion appication attherate of 5 Litre chemical / Sqm of surface is recommended

The rate shall be for a unit of Smt

Item No. 47 Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by Engineer-in-charge.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following

dia. Including fittings of standard make as approved by Engineer-in-charge. The pipe is strong

and this is for the small connection work during drainage work. All bend and other solution for

the connection of pipe is include in the cost.

M/s. shall be on Rmt basis.

Applying general insecticide pest control treatment to floors, cup boards etc including labour material

etc. complete. Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

Applying general insecticide pest control treatment to floors, cup boards etc including labour material

etc. complete. Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute with 39 liter of water will give. Total dillute

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Ahmedabad Municipal Corporation

concrentration will be 40 litre inclusive of one litre chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

The rate shall be for a unit of Smt

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

bed concrete, foot rest and trap to be measured and paid for separately) (A) Vitreous China. (I)

Long pattern = White colour

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

Providing and fixing screw down bib taps of following size. (A) Brass screw down bib tap

polished bright. 15mm & 20 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 and fixing screw down bib taps of following size. © Gun metal screw down bib

tap.15mm & 20 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 and fixing chromium plated brass half trun flush cock of approved quality including

fixing in pipe line etc. complete.

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

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Ahmedabad Municipal Corporation

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including cutting

holes in walls and making good the same but excluding fittings. © Vitreous China Sink. (i)

mm x 450 mm x 150 mm 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

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 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.

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 Set

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

rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within the work site is not payable.

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall be

carted away up to a distance within lead upon 5 kmts. All surplus earth should be carted away

immediately after the instruction or orders of the engineer in charge within 24 hours. The surplus

earth shall be spread at the site shown where it is carried. If the work is not carried out by the

contractor as above AMC may carry out the same at the risk and cost of contractor and the same

may be deducted from the dues to the contractor in any form.

The measurement of the surplus earth shall be paid for as per arithmetical calculations.

Nothing extra shall be paid for the bulk age of the excavated earth.

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Ahmedabad Municipal Corporation

Labour work for fixing Interlocking Blocks / any kind of pavement on up to 50 mm th sand bedding,

levelling, watering and fixing in line & level as well cleaning the site etc.comp. as

The reinstatement of W.T. & kerb or water table or C.C. Block or ladi on av. 3 cm. Thick sand

bedding in cement in pointing 1:2 incl. Nece. Watering consolidation etc.comp. Necessary excv’n shall

be made to the depth level & grade as shown to the contractor. foundation shall be watered &

consolidated before the sand conc. Is laid. The W.T. kerb & C.C. Block & ladi shall be leveled with &

filling av. 3 cm.th sand bedding so as bring w.t. kerb in line & level as dire. The sand shall be clean

& coarse The surplus earth shall be laid on top of this conc. Surface with cement mortar 1:2 prop. The

slab shall be laid in such a way that surface shall be line & gradient joint should be 3/8” to ¾”

thickness staggering of the joints shall be req. No. part of the slab/ladi should be projected above the

sanction. For pointing all the joints shall be recede out to be req. depth while the mortar has set

during the laying of

slab/ladi. The jointing shall be finished with the neat cement so that the surface may be smooth &

flush with slab watering shall be done for 7 days. For pointing prop. One cement Two sand to full

depth as and where

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 5cms thick sand beddding.

The scope of work includes manufacturing, supplying and laying of precast paver blocks at various Retail outlets.

The work includes :Verification of the existing site condition and advising our project in charge to lay suitable

base course if required.

Contractors are required to satisfy themselves with quality of sub grade, sub -base course before the paver

blocks are laid and suggest strengthening if required.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks.Manufacturing of

paver blocks in your plant as per requirements in technical specification enclosed.Supplying of paver blocks at

site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification, within shortest possible time the site

is public place hence care should be taken to ensure that the routine activities shall not be disturbed. The job of

laying may required to be carried out during night also.

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Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results as per

requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests

to be borne by party.The contractor shall guarantee that all material and components designed, fabricated,

supplied and laid by him shall be free from any type of defect due to faulty material and/or

workmanship/erection for a period of One year from the date of completion of work. However, the contractor

One years shall render free mintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high level of compaction by

application of hydraulic compaction and also by high intensity vibration to the moulds. The machine should

have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should be

mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should equipped

with automatic control panel for maintaining water cement ratio from batch to batch to obtain concrete of

uniform quality and strength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials into mixer

and conveyor belt for transportation of concrete from mixer to concrete block making machine to maintain

quality of wet cement.

The factory should have well designed curing area to ensure adequate curing of paver blocks.

1.4 Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1). Systematic record of test results of various paver blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved colour

Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment of 3% by weight

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Ahmedabad Municipal Corporation

of cement. The colour shade shall be “RED” as selected by AMC before commencement of the work. White

cement shall be used for colored pavers to obtain the desired colour shade. The job also includes providing

mm thick sand bedding to match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the

date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be as per

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same should be

retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

vibration on the paver S urface.

The concrete mix design should be followed for each batch of materials separately and automatic batching

plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of the

surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer “specifications for

coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm X

380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be cured

properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri hex or directed

Chamfer 4mm to 6mm along top edges Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

(+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

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Ahmedabad Municipal Corporation

(Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 35 N/Sqmm for 60mm

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks..

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be Min. 35 N/Sqmm.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix C.

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix D.

Water Absorption

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Ahmedabad Municipal Corporation

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I

(Specifications for Concrete Masonry Units) – Appendix E.

Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than

blocks, shall be divided into ten approximately equal groups. Three blocks shall be drawn

from each group.

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the

designated section of part thereof, and the consignment represented by the sample, are

clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid

damage to the paving in transit. Protect the paving from damage and contamination until

they have been tested. The testing shall be carried as soon as possible, after the sample

has been taken. As soon as practicable after sampling. The samples shall be stored in

water at 20 degree C ± 5 degree C for 24 hours prior to testing.

The mode of measurement shall be on Smt. basis.

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.

(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.

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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 decimal.

Item NO. 65:- The Item as Described in Table.

The Material should be of zindal make and all the aluminium Sections must be anodized. The Design

and Pattern will be as per Instructions of Add.City Engieer. The Unit shall be Measured in Smt.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath in M-20 grade using

mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well equipped with vibratory system for kerb stones of approved

design including curing, etc. complete, including the cost of formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also include the flush pointing in CM (1:3) for all joints of

the kerbstones. Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete mixed in

proper position as directed by Engineer in change to form a portable mixture. In any case Gravel or such type

of materials shall not be allowed for production. a) Laying on 5 cm thick Sand Bedding.

Supplying and fixing M-20 grade using black trap aggregate of Sevaliya/Timba or equivalent quality

20 mm. nominal size for pre-cast reasonably exposed finish/, formwork using mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also include excavation and erecting and fixing the kerbs in position

with necessary equipments and materials. The rate shall also include the flush pointing in CM (1:3) for all joints

including kerb stones of approval design (Sample must be got approved). In any case Gravel or such type of