Pavement Marking with Hot Applied Thermoplastic Paints, at diff, road of Shahibaug Ward

Name of work: - bæg Ítulbtk Ntnectd Jtuzobtk swœt swœt htuz Wvh &btuo ÃjtMx vuELx fhJtlt ftb ctc<.(yu.yth.me.)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

from interested contractors for the following work at different locations within the limit of A.M.C.

1 Name of work bæg Ítulbtk Ntnectd Jtuzobtk swœt swœt htuz Wvh &btuo ÃjtMx vuELx fhJtlt ftb

ctc<. (yu.yth.me.)

2 Estimated Tender Amount Rs. 10,77,978.00 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor. (ARC)

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

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

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

7 Earnest Money Deposit Rs. 10,780.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

• Tender 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.

Tenders. The 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.

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

Tender and bound to bidder with out any condition.

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

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

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

authorized signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall

be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bæg Ítulbtk Ntnectd Jtuzobtk swœt swœt htuz Wvh &btuo ÃjtMx vuELx fhJtlt ftb ctc<. (yu.yth.me.)

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION.

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

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

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

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

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

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

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

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

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

necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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

opening of the tender.

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

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

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

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

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

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

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

restricting competition.

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

in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

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

amount of work increases / decreases up to any extent.

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

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

claim shall be entertained for the same.

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

shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

issuing addendum.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

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

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

in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

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

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

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

16.0 Earnest Money / Bid Security

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

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

Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

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

promptly as possible.

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

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

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

where executed.

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

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

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

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

the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

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

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

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

name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

at the address specified in bid information not later than the date indicated on the face sheet of the

document. In the event of the specified date for the submission of bids declared a holiday for the

Employer, the Bids will be received up to the appointed time on the next working day. The Bidder is

further required to submit Documents in Physical Form on or before the Bid Due Date and before the

time of submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

portal on account of delay in submission at bidder's end. Bidder shall ensure that they submit the bid

well before the "Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not

able to submit the bid on account of failure in network/internet connection or any other technical

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

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

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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

22.0 SECURITY DEPOSIT

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

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

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

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

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

charged by AMC.

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

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

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

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

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

discontinuity of the bank guarantee.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

24.0 Dispute Review Expert

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

binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

treat as null and void.

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

venture may result in disqualification for proposed work.

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

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

be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

Contractor from any contractual obligations or responsibility under the Contract.

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

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

or supply of material or engagement of labour.

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

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

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

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

personnel listed in the Schedule.

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

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

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

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

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

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

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

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

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

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

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

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

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

all the time in respect of,

Safety of the works

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

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

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

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• Contractor’s plant and equipment

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

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

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

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

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

his method of operation.

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

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

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

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

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

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

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

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

structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

legal matters shall be borne by contractor.

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

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

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

penalty etc. whatsoever on this account.

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

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

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

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

representative of the Engineer shall be supplied by the contractor.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

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

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

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

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

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

Contract shall be as follows:

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

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

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

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

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

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

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

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

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

10 % of the final rate derived.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

the applicable law.

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

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

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

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

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

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

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

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

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

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

be payable on these accounts.

13.0 Labour Welfare Cess

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

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

deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

performance of his obligation under the contract.

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

of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

design documents made by or on behalf of the contractor.

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

breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

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

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

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

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

in competing for or in the executing the Contract.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

supporting vouchers, abstracts, etc.

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

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

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

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

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

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

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

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

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

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

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

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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

conciliation Act.

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

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

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

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

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

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

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

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

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

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

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

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

such materials.

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

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

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

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

replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

assessed under clause

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

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

no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

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

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

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

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

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

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

writing. No photographs/ videography shall be published or otherwise circulated without the

approval of the Engineer in writing.

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk

(9) rJmkdr< ylu rnmtc stud:

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

leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu >hlt Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nç>tuubtk

sKtJuj hfb btLg htFJtbtk ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt Ftltbtk&e

hfbbtk Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt

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

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

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

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

ytÃg <theF&e 15 r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl ftble 3% juFu zevtuÍex

Che fhthvºt fhJtltu hnuNu.

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

(LOI) ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu.

rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne

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

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

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

E:- yu.yth.me. xuLzhbtk ftb «btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

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

(h) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 2 btm

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

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 12 btm

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >h vwhtk &gujt ftb btxult Au ylu <ubtk

bswhe, vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb

Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu

ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek

ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe

ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek.

<ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt btxu sYhe yuJe <btb btne<e vtu<tlt

vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu

sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ

J^thtu ytvJtbtk ytJNu lrnk.

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

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

Nh<e ckDlf<ot hnuNu.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx

+ yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu

ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau >NotJuj

¢btlwmth >M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e >M<tJustu fhthlt

ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt

ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

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

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

&Nu <tu <ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl

bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu.

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

vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk

ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu

<tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

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

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

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

(18) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR sJtltu

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

(19) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu

Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt

mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

dtuXJJtltu hnuNu.

(24) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

(25) ftuLx[tfxh îtht xuLzhbt >NtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc

jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl

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

<uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth

J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

(27) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt Cgmwaf

ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu

<ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

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

yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the

ftuLx[tfxhle hnuNu.

(29) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe

<&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk

hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

(30) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj

MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu >hhtus J^thtltu

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

zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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

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

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

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

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

btdoœrNoft lwk vtjl fhJwk.

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

rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs JF<tu JF< &lth mw^thtytu

vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

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<

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Item 1 & 2 :- Road marking Hot applied thermoplastic Paint with reflectorising Glass beads on Bitumin

surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including

reflectorsing glass beads@250 gms per sq mt area,thickness of 2.5 mm is exlusive of surface

applied glass beads as per IRC: 35.The finished surface to be level, uniform and free from

streaks and holes) Rate includes brushing, brooming and cleaning and application of

paint.Zebra patta / Bump patta / Lane line / Centre line/ Edge line/cut patta, Directional

Arrow, Lettering MoRT&H Cluses

The colour, width and layout of road markings shall be in accordance with the Code of Practice for Road

Markings with paints, IRC : 35 - 2015, and as specified in the drawings or as directed by the Engineer.

Road markings shall be of ordinary road marking paint, hot applied thermoplastic compound, or reflectorised

paint as specified in the item and the material shall meet the requirements as specified below.

Hot Applied Thermoplastic Road Marking

(i) The work under this section consists of marking traffic stripes using a thermoplastic compound

meeting the requirements specified herein.

(ii) The thermoplastic compound shall be screeded lextruded on to the pavement surface in a molten

state by suitable machine capable of controlled preparation and laying with surface application of

glass beads at a specific rate. Upon cooling to ambient pavement temperature, it shall produce an

adherent pavement marking of specified thickness and width and capable of resisting deformation by

(iii) The colour of the compound shall be white or yellow OS colour No. 356) as specified in the drawings

or as directed by the Engineer.

(iv) Where the compound is to be applied to cement concrete pavement, a scaling primer is

recommended by the manufacturer, shall be applied to the pavement in advance of placing of the

stripes to ensure proper bonding of the compound. On new concrete surface any laitance and/or

curing compound shall be removed before die-ftrwkings am applied.

Thermoplastic Material

General : The thermoplastic material shall be homogeneously composed of aggregate, pigment, resins and

glass reflectorizing beads.

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

(1) Composition: The pigment, beads, and aggregate shall be uniformly dispersed in the resin. The

material shall be free from all skins, dirt and foreign objects and shall comply with requirements

indicated in Table 800-3.

TABLE 900-3. PROPORTIONS OF CONSTITUENTS OF MARKING MATERIAL

(Percentage by weight)

Component White Yellow

Binder 18.0 min. 18.0 min.

Glass Beads 30-30 30-30

Titanium Dioxide 10.0 min. -

Calcium Carbonate and

Inert Fillers 42.0 max. See

Yellow Pigments - Note

Note: Amount of yellow pigment~ calcium carbonate and inert fillers shall be at the option of the

manufacturer, provided all other requirements of this Specification are met.

(to Properties: The properties of thermoplastic material, when tested in accordance with ASTM

D36/BS-3262-(Part 1), shall be as below:

(i) (a) Luminance :

White: Daylight luminance at 45 degries-65 per cent min. as per AASHTO M

Yellow: Daylight luminance it 45 degien-45 per cent min. as per AASHTO M

(b) Drying time: When applied at a temperature specified by the manufacturer and to the required

thickness, the material shall set to bear traffic in not more than 15 minutes.

(c) Skid resistance: not less than 45 as per BS:

(d) Cracking resistance at low temperature: The material shall show no cracks on application to concrete

(e) Softening point 102.5 :t 9.50 C as per ASTM D

(f) Flow resistance Not more than 25 per cent as per AASHTO M

(ii) Yellowness Index (for white thermoplastic paint): not more than 0.12 as per AASHTO M

(iii) Storage Life : The material shall meet the requirements of these Specifications for a period of one year.

The thermoplastic material must also melt uniformly with no evidence of skins or unmelted particles for

the one year storage period. Any material not meeting the above requirements to be replaced by the

manufacturer/ supplier/Contractor.

(iv) Reflectorisation : Shall be achieved by incorporation of beads. the grading and other properties of the

bonds shall be as specified in Clause 803.4.3.

(v) Marking : Each container of the thermoplastic material shall be clearly and indelibly marked with the

following information:

1. The name, trade mark or other means of identification of manufacturer

2, Batch number

3. Date of manufacture

4. Colour (white or yellow)

5. Maximum application temperature and maximum safe beating temperature.

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

(vi) Sampling and testing: The thermoplastic material shall be sampled and tested in accordance with the

appropriate ASTM/BS method. The Contractor shall furnish to the Employer a copy of certified test

reports from the manufacturers of the thermoplastic material showing results of all tests specified

herein and shall certify that the material meets all requirements of this Specification.

Reflectorized glass beads

General : This Specification covers two types of glass beads to be used for the production of reflectorized

pavement markings

Type I beads -are those which are a constituent of the basic thermoplastic compound vide Table 800-3 and

Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.3.

The glass beads shall be transparent, colourless and free from milkiness, dark particles and excessive air

These shall conform to the requirements spelt out in Clause 803.4.3.3.

Specific requirements

A. Gradation: Ile glass beads shall meet the gradation requirements for the two types as given in Table

TABLE 800-4. GRADATION REQUIREMENTS FOR GLASS BEAD

Per cent retained Type I Type II

850 micron 5 to 20 0 to

below 180 micron -- 0 to

B. Roundness: The glass beads shall have a minimum of 70 per cent true spheres.

C. Refractive index: The glass beads. shall have a minimum reflective index of 1.50.

D. Free flowing properties: The glass beads shall be free of hard lumps and clusters and shall dispense

readily under any conditions suitable for paint striping. They shall pass the free flow-test.

Test methods: The specific requirements shall be tested with the following methods:

(i) Free- flow test: Spread 100 grams of beads evenly in a 100 mm diameter glass dish. Place the (fish in a

250 nun inside diameter desiccator which is filled within 25 mm of the top of a desiccator plate with

sulphuric acid water solution ( specific gravity 1. 10). Cover the desiccator and lot it stud for 4 hours at

20 to 29 degree C. Remove sample from desiccator, transfer beads to a pan and inspect for lumps or

clusters. Then pour beads into a clean, dry glass funnel having a 100 nun stem and 6 nun orifice. If

necessary, initiate flow by lightly tapping the funnel. 1"he glass spheres shall be essentially free of

lumps and clusters and shall flow freely through the funnel.

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

(ii) The requirements of gradation, roundness and refractive index of glass beads and the amount of glass

beads in the compound shall be tested as per BS 6088 and BS 3262 (Part 1).

(iii) The Contractor shall furnish to the Employer a copy of certified test reports from the manufacturer

of glass beads obtained from a reputed laboratory showing results of all tests' specified herein and

shall certify that the material meets all requirements of this Specification. However, if so required.

these tests may be carried out as directed by the Engineer.

Application properties of thermoplastic material

The thermoplastic material shall readily get screeded/ extruded at temperatures

specified by the manufacturers for respective method of application to produce a line

of specified thickness which shall be continuous and uniform in shape having clear and

The material upon heating to application temperatures shall not exude fumes, which

are toxic, obnoxious or injurious to persons or property.

(i) The material shall be melted in accordance with the manufacturer's instructions in a heater fitted

with a mechanical stirrer to give a smooth consistency to the thermoplastic material to avoid local

overheating. The temperature of the mass shall be within the range specified by the manufacturer,

and shall on no account be allowed to exceed the maximum temperature stated by the manufacturer.

The molten material should be used as expeditiously as possible and for thermoplastic material which

has natural binders or is otherwise sensitive to prolonged heating, the material shall not be

maintained in a molten condition not more than 4 hours.

(ii) After transfer to the laying equipment, the material shall be maintained within the temperature range

specified by the manufacturer for achieving the desired consistency for laying.

Properties of finished road marking

(a) The stripe shall not be slippery when wet.

(b) The marking shall not lift from the pavement in Freezing weather.

(c) After application and proper drying, the stripe shall show no appreciable deformation or discoloration

under traffic and under road temperatures up to 600C.

(d) 'Me marking shall not deteriorate by contact with sodium chloride, calcium chloride or oil drippings

(e) The stripe or marking shall maintain its original dimensions and position. Cold ductility of the material

shall be such as to permit normal. movement with the road surface without chopping Or cracking.

(f) The colour of yellow. Marking shall conform to IS Colour No. 356 as given in IS:

Reflectorised Paint

Reflectorised paint, if used, shall conform to the Specification by the manufacturers and approved by the

Engineer. Reflectorising glass beads for reflectorising paints where used shall conform to the requirement of

Clause 803.4.3.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

Marking shall be done by machine. For locations where painting cannot be

done by machine, approved manual methods shall be used with prior approval

of the Engineer. The Contractor shall maintain control over traffic while

painting operations are in progress so as to cause minimum inconvenience to

traffic compatible with protecting the workmen.

The thermoplastic material shall be applied hot either by screeding or extrusion

process. After transfer to the laying apparatus, the material shall be laid at a

temperature within the range specified by the manufacturer the particular

method of lying being used. The paint shall be applied using a screed or

extrusion machine.

The pavement temperature shall not be less than 10'C during application. All

surfaces to be marked shall be thoroughly cleaned of all dust, dirt/grease, oil

and all other foreign matter before application of the paint.

The material, when formed into traffic stripes, must be readily renewable by placing an overlay of new

material directly over an old' line of compatible material. Such new material shall so bond itself to the old line

that no splitting or separation takes place.

Thermoplastic paint shall be applied in intermittent or continuous lines of uniform thickness of at least

mm unless specified otherwise. 'Where arrows or letters are to be provided, thermoplastic compound may be

hand- sprayed. In addition to the beads included in the material, a further quantity of glass beads of Type

conforming to the above noted Specification shall be sprayed uniformly into a mono-layer on to the hot paint

line in quick succession of the paint spraying operation. The glass beads shall be applied at the rate of

grams per square meter area.

The minimum thickness specified is exclusive of surface applied glass beads.

The method of thickness measurement shall be in accordance with Appendices

B and C of BS - 3262 (Part 3).

The finished lines shall be free from ruggedness on sides and ends and be

parallel to the general alignment of the carriageway. The upper surface of the

lines shall be level, uniform and free from streaks.

1 Performance Criteria: The criteria given here under are meant to be used on white colour pavement

1.1 DayTime Visibility

The luminance coefficient under diffuse illumination Qd for road marking on

Cement road (Qd) shall be minimum of 130 mcd/m2/lux during the expeted life service time

Asphalt road (Qd) , shall be minimum of 100 mcd/m2/lux during the expeted life service time

Testing method shall be according to Annexure D.

1.2 NightTime Visibility

I) Dry retro-reflection

Dry retro-reflection shall be compliant with Table (i) and measured in accordance with the

method descried in Annexure E.

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

(i) Initial and Minimum Performance for Dry Retro Reflectivity during Nighttime

S. no Design Speed (RL) Retro –Reflectivity (mcd/m2/lux)

Initial (7 Minimum Threshold Level (TL) and warranty

Days) period Required up to 2 years

3 Above 100 350

(i) Wet retro-reflection

Wet retro-reflection shall be compliant with Table (ii) and measured in accordance with the

method descried in Annexure E. irrespective of the design speed .In wet condition design speed

does not have bearing on road marking

(ii) Initial and Minimum Performance for Dry Retro Reflectivity during Nighttime

S. no Design Speed (Rw) Retro –Reflectivity (mcd/m2/lux)

Intian (7 days) Minimum Threshold Level

SPECIAL TERMS AND CONDITIONS FOR THERMOPLAST PAINT WORK

1) Agency should carry out such type of work by only using his owned Thermoplastic paint laying machine

with temperature controller and automatic mixing arrangement of glass beads in required proportion.

2) After completion of the laying of thermoplastic paint work, two years guarantee for durability and

reflectivity as per M.O.S.T. Specification for Road and Bridge works Clause 803 should be given by the bidder

in the writing.

3) Guarantee security deposit shall be retained @ 30% of the cost of the item of thermoplast paint from the

R.A. bills, which will be released after expiry of guarantee period.

4) Agency who carry out such type of work shall have an experience of carrying out similar type of work.

5) Test certificates as per M.O.S.T. Specification for Road and Bridge works Clause 803.4.2.2(vi) should be

furnished of reputed laboratory before starting the work.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

USAGE CONFORMANCE CERTIFICATE

Details of the thermoplastic painting work is carried out using Name of Manufacturer

sr no. Type of work with location size Qty Remarks

Certified that the above Hot Applied Thermoplastic Road Marking have been

manufactured using Brand Name of thermoplastic material and Glass bid (according

to ASTMD 36/BS3262)and are covered by

Which will expire on dated.............

Name of Thermoplastic Material Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

Measurements for Payment

The painted markings shall be measured in sq. metres of actual area marked (excluding the

In respect of markings like directional arrows and lettering, etc., the measurement shall be by

Contractor shall have to Submit the manufacture test certificate before Starting the work at no Extra cost

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

Contractor Shall have to Submit the test report of Both thermoplastic paint and glass beads from approved

Laboratory for paint & glass beads at no extra cost before producing bill and then after on end when asked by

Contractor shall have to submit the filled form as mentioned above in Soft (Signed & scanned) and two hard

The Contract unit rate for road markings shall be payment in full compensation for furnishing a labour,

materials, tools, equipment, including all incidental costs necessary for carrying out the work at the site

conforming to these Specifications complete as per the approved drawing(s) or as directed by the Engineer

and all other incidental costs necessary to complete the work to these Specifications.

ITEM 3 -: CAT EYE/ Pavement marker

CAT EYE/pavement marker (MNC two nail) made out of acrylic Strene-Acrylonitrile or hi-impact poly Steren

fitted with moulded of metheacrylate(MNC)reflector cube corner reflector design, filled with tightly

adhering pooting compound as per ASTMD-4280 size 11.5x7x1.60 cms or 10x10x1.75 cms provided with

epoxy resin, silica and hardner complete adhesive kit in sufficient quantity with each unit sos fixing with

two shrank .Reflector on both face. Co efficient of lamination as per specification and compressive strength

13 tones at 223 degree centigrade etc.

B) Double side lenses

General: Details given in BOQ with Relevant Items from Building Specifications of R & B & MoRth

specification will be applied with these specifications. The CAT EYE shall be approved from the

Engineer-In charge before commencement of work.

SN Requirement by MOST

1. Body – Acrylic Sterene Acrylonitrite (ASA) or High Impact Polystyrene (HIPS)

or ABS or any other as per ASTM-D

2. Lenses – As per ASTM-D

3. Height- Shall not exceed 20mm

4. Width- Shall not exceed 130mm

5. Slope of Retroreflecting Surface to Base- 35°±5°

6. Area of Retroreflecting Surface- Not Less than 13cm²

7. Minimum CIL Values - White Yellow red

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

8. Reflecting Surface must be free from dust

9. All Raised Pavement Markers should be marked with – Name, Trade Mark etc.

10. Fixing- Only by fixing adhesive and not by nails

Special Note: Contractor must submit a certificate of being authorized converter of approved

Details Specification of Reflective pavement marker (RPM)

Reflective pavement marker (RPM) or road stud is a device which is bonded to or anchored within the

road surface for lane marking and delineation for night-time visibility. It reflect incident light in directions

close to the direction from which it came.

1.1 DESCRIPTION OF TERMS SPECIFICATION TO THIS STANDARD

1.1.1 Coefficient of luminous intensity(CIL) or specific intensity--- the ratio of luminous intensity of

the retro-reflector in the direction of observation to illuminace at the retro- reflector on place

perpendicular to the direction of the incident light expressed in the terms of millicancelas per

incident lux (mcd/lx)

1.1.3 Horizontal entrance angle-----the angle in the horizontal plane between the direction of

incident light and the normal to the leading edge of the marker.

1.1.4 Observation angle------the angle at reflector between the illumination axis and observation

1.1.5 Retro-reflection-----reflection in which the radiation is returned in direction close to the

direction from which it came. This property being maintained over wide variations of the

directions of incident radiation.

1.1.6 Head-----that part of a road stud which is above the road surface which is visible when the

road stud in position in the road.

1.1.7 Upper surface-----that part of the external surface of road stud which is visible when the road

stud is fixed in position in the road.

1.1.8 Anchorage-----that part of a road which is below the road surface when the road stud is fixed

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

3.1 Plastic body of RPM/road stud shall moulded from ASA(Acrylic Strene Acrylonitrite)of HIPS

(Hi-impact Polystyrene) or HIPS (Hi Impact polystyrene )or ABS or any other suitable material

approved by the Engineer-in-Charge .The marker shall support a load of 13635 kg tested in

accordance with ASTM D

i. Reflective panels shall consist of number of lenses containing single or dual prismatic cubes

capable of providing total internal reflection of the light entering the lens face. Lenses shall be

mould of methyl methecrylate conforming to ASTMD 788 or equivalent.

4.1 The slope or retro-reflective surface shall preferably be 35 +5 degree to base.

4.2 The area of each retro-reflective surface shall not be less than 13.00 Sq cm.

5.0 Optical Performance

5.1 Unidirectional and bi-directional studs

5.1.1 Each reflector or combination of reflectors on each face of the stud shall have a C.I.L not less

than given in the Table

Table 1-Minimum C.I.L Values for category ''A'' Studs

Entrance angle Observation angle C.I.L in mcd/1x

White Amber Red

Note: The entrance angle of 0ºU corresponds to the aspect of the reflectors when the reflecting road stud is

installed in horizontal road surface.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

5.1.2 A stud or pavements marker that incorporates one or more corner cube reflectors shall be considered

to be included in category A. A stud that incorporates one more bi convex reflectors shall be

considered to be included in category B

5.1.3 OMNI- DIRECTIONAL STUDS

Each omni-directional studs shall have minimum C.I.L of not less than 2 mcd/1x

5.2.1 Coefficient of luminance intensity can be measured by procedure described in ASTM E 809 "Practice

for Measuring Photometric Characteristics'' or as recommended in BS: 873-Part 4:1973

5.2.2 Under test conditions, a stud shall not be considered to fail the Photometric requirements if

measured C.I.L at any position is less than the value specified in Table-01 provided that

(i) The value is not less than 80% of the specified minimum, and

(ii) average of the left and right measurement for the specification angle is greater than the specification

6.0 FIXING OF REFLECTIVE MARKING

6.1 Requirement

6.1.1 The enveloping profile of the head of the stud shall be smooth and the studs shall not present any

sharp edges to traffic

6.1.2 The reflective portions of the studs shall be free from crevice or ledges where dirt might accumulate.

6.1.3 All road studs shall be legibly marked with the name, trademark or other means of identification of

the manufacture

6.1.4 Marker height shall not exceed 20mm

6.1.5 Marker width shall not exceed 130mm

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

6.1.6 The base of marker shall be flat within 1.3mm with two shrank .If the bottom of the marker is

configurated, the outermost faces of the configurations shall not deviate more than 1.3 mm from a

1. The reflective marker shall be fixed to the road surface using the adhesives and the procedure

recommended by the manufacturer.

2. Regardless of the type of adhesive used ,the markers shall not fixed if the pavement is not surface dry

and on new asphalt concrete surface until the surface has been opened to traffic for period of not less

3. The portions of the Road surface to which marker is to be bonded by the adhesive shall be free of

dirt, curing compound, grease, oil, moisture, loose or and any other material which would adversely

affect the bond of the adhesive.

4. Use a wire brush, if necessary to loosen and removed dirt, then brush or blow clean.

5. The adhesive shall be placed uniformly on the Cleaned pavement surface or on the bottom of the

markers in a quantity. sufficient to result in complete coverage of the area of the contact of the better

surface with no voids present at a slight excess after the better surface has been lightly pressed in

6. For epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the

pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. Soft

rags moistened with mineral spirits or kerosene may be used, if necessary to remove adhesive form

exposed faces of pavements markers.

7. Measurement for payment

The measurement of Cat Eye / Pavement marker shall be in numbers of different types of marker

supplied and fixed.

Contractor shall have to submit the manufacture test certificate before starting the work at no Extra

Contractor shall have to submit the test report of Cat Eye / Pavement marker from approved

Laboratory at no extra cost before producing bill and /or then after on end when asked by AMC.

Contractor shall have to submit the filled form as mentioned below in Soft (Signed & scanned) and

two hard copies.

The contract unit rate for Cat Eye / Pavement marker shall be payment in full compensations for all

labor, material, tools, equipments including incidental costs necessary for carrying out the work at

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

site conforming to the specifications complete as per approved drawing or as directed by the

Engineer in Charge.

USAGE CONFORMANCE CERTIFICATE

Details of the Cat-Eye fixing work is carried out using Name of Manufacturer

Sr no. Type of work with location size Qty Remarks

Certified that the Cat-Eye fixing work have been manufactured using Brand Name of Reflective

pavement marker (RPM) (According to ASTMD- 4280) and are covered by

which will be expired on dated.............

Name of Cat -Eye Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

Special Note: Contractor must submit a certificate of being authorized converter of approved

ITEM NO.4 Supplying and fixing bollard Swiss type

Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet ,height 140cms,bottom dia

23cm, top dia 12cm with direction plate of 30 cm dia for the strengthing of bollard provide through out lengh

pipe of 25 NB fabricated whole bollard necessary anchors as directed and fixing three yellow strip 6 Inches

wide of reflectorised Micro Prismatic Grade Sheet (Type XI)and fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm)

Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet in conical shape having bottom

diameter for 23cms and top dia 12cms,Top Circular plate of 30 cms diameter for Arrow, with fabricted

necessary anchors as directed and also provide through out lengh pipe of 25NB for the strenthing of bollard

with necessary anchors total hight 170 cms and located with Black epoxy coating and Yellow retro reflective

high intensity prismatic bends(Grade XI) of 15 cms width applied in body and Blue and white circular

reflerctive on top plate as per the drawing using Micro Prismatic grade ASTM Type XI Fixed material at site in

M 25 Pcc grade concrete as per the instruction of Engineer in charge

The Swiss type bollard shall be approved from the Engineer-In charge before commencement of

1. Retro Reflective Sheeting

The retro reflective sheeting used on the signs shall consist of white or coloured sheeting having a smooth

outer surface which has the property of retro reflection over its entire surface. It shall be weather resistant

and exhibit colour fastness. It shall be new and unused and show no evidence of cracking, scaling, and pitting,

blistering, edge lifting or curling and shall have negligible shrinkage or expansion. A certificate of having the

sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner

removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and

its having passed these tests shall be obtained from International/Government Laboratory/Institute by the

manufacturer of the sheeting and in case the certificate is obtained from international agency, it should also

be obtained from Indian agency within 3 years of launching of product by the manufacture in abroad.

Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering

requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the

Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt

of certificate meeting the requirement of three years outdoor weathering of the sheeting.

1.1 Description of sheet:

Type XI Micro prismatic grade sheeting

Retro-reflective sheeting typically manufactured as a cube corner. The reflective sheeting shall be

retro-reflective sheeting made of micro prismatic retro-reflective material. The retro-reflective surface, after

cleaning with soap and water and in dry condition shall have the minimum co-efficient of retro-reflection

(determined in accordance with ASTM D 4956-09) as indicated in Table

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

When totally wet, the sheeting shall show not less than 90 percent of the values, of retro-reflection indicated

in above Table. At the end of 10 years, the sheeting shall retain at lNEW WEST 80 percent of its original

retro-reflectance.

Table Acceptable Minimum Coefficient of Retro-reflection for Type XI Prismatic

Grade SheetingA (Candelas per Lux per Square Metre)

A Minimum Co-efficient of Retro-reflection (RA) (cd.lx-1 .m-2).

B Values for 0.1° observation angles are supplementary requirements that shall apply

only when specified by the purchaser in the contract or order.

The sheeting shall have a pressure-sensitive adhesive of the aggressive-tack type requiring no heat,

solvent or other preparation for adhesion to a smooth clean surface, in a manner recommended by the

sheeting manufacturer. The adhesive shall be protected by an easily removable liner (removable by

peeling without soaking in water or other solvent) and shall be suitable for the type of material of the

base plate used for the sign.

The adhesive shall form a durable bond to smooth, corrosion and weather resistant surface of the

base plate such that it shall not be possible to remove the sheeting from the sign base in one piece by

use of sharp instrument. The sheeting shall be applied in accordance with the manufacturers

specifications.

1.3 Fabrication

Surface to be reflectorised shall be effectively prepared to receive the retro-reflective

sheeting. The aluminium sheeting shall be de-greased either by acid or hot alkaline

etching and all scale/dust removed to obtain a smooth plain surface before the application

of retro-reflective sheeting. If the surface is rough, approved surface primer may be used.

After cleaning, metal shall not be handled, except by suitable device or clean canvas

gloves, between all cleaning and preparation operation and application of reflective

sheeting/primer. There shall be no opportunity for metal to come in contact with grease,

oil or other contaminants prior to the application of retro-reflective sheeting. Complete

sheets of the material shall be used on the signs except where it is unavoidable. At splices,

sheeting with pressure-sensitive adhesives shall be overlapped not less than 5 mm.

Where screen printing with transparent colours is proposed, only butt joint shall be used. The material

shall cover the sign surface evenly and shall be free from twists, cracks and folds. Cut-outs to produce

legends and borders shall be bonded with the sheeting in the manner specified by the manufacturer.

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

1.4 Messages/Borders

The messages (legends, letters, numerals, etc.) and borders shall either be screen-printed or of cut out

from durable transparent overlay or cut-out from the same type of reflective sheeting for the cautionary

and mandatory sign boards. Screen printing shall be processed and finished with materials and in a

manner specified by the sheeting manufacturer. For the informatory and other sign boards, the messages

(legends, letters, numerals etc.) and borders shall be cut-out from durable transparent overlay film or cut-

out from the same reflective sheeting only. Cut-outs shall be from durable transparent overlay materials

as specified by the sheeting manufacturer and shall be bonded with the sheeting in the manner

specified by the manufacturer. Whenever transparent overlay film is used for making any type of sign,

the coloured portion of sign shall have coefficient of reflectivity not less than the reflectivity of type and

colour of sheeting normally used, as per table. Cut-out messages and borders, wherever used, shall be

either made out of retro-reflective sheeting or made out of durable transparent overlay except those in

black which shall be of non-reflective sheeting or opaque in case of durable transparent overlay.

Creating coloured areas by means of screen-printing with ink shall not be permitted.

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(2) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on

end when asked by AMC. The contractor shall not be paid extra for same.

(3) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

Mode of payment:-

Item shall be paid in Number of bollard fixed at site shown by the Engineer in charge. Nothing Extra

shall be paid for transportation of Bollards from manufacturing place to any site of work within AMC

The Contract unit rate shall be payment in full for the cost of making the road sign, including all

materials, installing it at the site and incidentals to complete the work in accordance with the

Specifications.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

USAGE CONFORMANCE CERTIFICATE

Details of the bollard fixing work is carried out using Name of Manufacturer

Sr no. Type of work with location size Qty Remarks

Certified that the bollard fixing work have been manufactured using

Brand Name of (According to ASTM D 4956-09 TYPE XI) and are covered by

which will be expired on dated.............

Name of Manufacturer Name of Converter

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

Authorized Signatory Authorized Signatory

ITEM NO. 5 RETRO –REFLECTORISEED TRAFFIC SIGN

Mandatory Signage

60cm circular plus 60 cm x 20cm rectangular additional plate.

Providing and fixing of reflectorised cautionary, mandatory and Informative sign as per IRC-67-2012 made of

micro prismatic grade sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum Composite

Material supported With frame fabricated from suitable size MS angle 40mm x 40mm x 5mm square box or

circular as required on a mild steel angle iron post 65mm NB MS MW pipe or equivalent MS Pipe section

firmly fixed to the ground. The total height of pole/Stand post is 3.3 mt and clear height is 2.1 from the

footpath top or ground level by means of properly designed foundation with M25 grade cement concrete

45cmx45cmx60cm below footpath/ ground level as per approved drawing including excavation, curing etc.

complete under the supervision of engineer In Charge. The pole shall be Painted with best Quality epoxy

coating in Black and white Bends. The details of symbol for each board shall be as per the instruction of

engineer in charge.

ITEM NO.6 RETRO –REFLECTORISEED TRAFFIC SIGN

Cautionary signage

60cm equilateral triangle plus 60 cm x 20cm rectangular additional plate.

Providing and fixing of reflectorised cautionary, mandatory and Informative sign as per IRC-67-2012 made of

micro prismatic grade sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum Composite

Material supported With frame fabricated from suitable size MS angle 40mm x 40mm x 5mm square box or

equilateral triangle as required on a mild steel angle iron post 65mm NB MS MW pipe or equivalent MS Pipe

section firmly fixed to the ground. The total height of pole/Stand post is 3.3 mt and clear height is 2.1 from

the footpath top or ground level by means of properly designed foundation with M25 grade cement concrete

45cmx45cmx60cm below footpath/ ground level as per approved drawing including excavation, curing etc.

complete under the supervision of engineer In Charge. The pole shall be Painted with best Quality epoxy

coating in Black and white Bends. The details of symbol for each board shall be as per the instruction of

engineer incharge.

ITEM NO.7 RETRO–REFLECTORISEED TRAFFIC SIGN

Informatory signage

60cmx45cm rectangular plus 45 cm x 20cm rectangular additional plate.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

Providing and fixing of reflectorised cautionary, mandatory and Informative sign as per IRC-67-2012 made of

micro prismatic grade sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum Composite

Material supported With frame fabricated from suitable size MS angle 40mm x 40mm x 5mm rectangular

box as required on a mild steel angle iron post 65mm NB MS MW pipe or equivalent MS Pipe section firmly

fixed to the ground. The total height of pole/Stand post is 3.3 mt and clear height is 2.1 from the footpath top

or ground level by means of properly designed foundation with M25 grade cement concrete

45cmx45cmx60cm below footpath/ ground level as per approved drawing including excavation, curing etc.

complete under the supervision of engineer In Charge. The pole shall be Painted with best Quality epoxy

coating in Black and white Bends. The details of symbol for each board shall be as per the instruction of

engineer incharge.

ITEM NO. 8 Directional board

Providing and fixing Directional sign boards made out of 4mm. Aluminum composite Panel (ACP) in cubical

shape of dimensions 153 cm x 122 cm x 17cms (avg. ) Framed on 25 x 25 x 5 Equal angle sections as per

drawing including sufficient horizontal support and diagonal bracing to withstand static as well as dynamic

(WIND LOAD) after mounting it on 100x100x3.6 mm. M.S. Square Hollow Section(CHS) with 6 mm. M.S. Plates

and stiffeners in such a manner that they are not visible from out side. The composite panel face is covered

with micro prismatic grade sheeting confirming to type XI as per ASTM-D 4956 -09 .It should bear minimum

10 Yrs. outdoor exposed performance supported by the Reflective - Sheeting manufacture is having legal

jurisdiction in India. The letters (dual languages), symbols, borders shall be made of same material either by

screen printing or by cut sheet lettering as recommended by the sheeting manufacture.The board sides (Top,

Bottom, Sides and back side) are covered with round 4 MM Aluminium composite Panel(ACP) Blue Color sheet

.The board sides are fabricated with 25x 6mm ms flat in round shape . The sign shall be installed at site on

MB110 MS CHS. at 2.10 mt. clear bottom height from the pavement in M25 grade cement concrete block of

0.45 m x 0.45 m x 0.90 m dimensions as directed by the Engineer in charge. Total length of pole will be of

m height. Nothing shall be paid for carting from factory to the fixing site within AMC limit.

Specification as per Traffic sign boards.

The various materials and fabrication of road signs shall conform to the following requirements.

Concrete shall be of M25 grade

2 Reinforcing Steel

Reinforcing steel shall conform to the requirements of IS 1786 unless otherwise specified.

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

3 Bolts, Nuts and Washers

High strength bolts shall conform to IS 1367 whereas precision bolts, nuts, etc. shall conform to IS

4 Plates and Supports

Plates and support sections for the signposts shall conform to IS 226 and IS 2062 or any other stated

IS specification.

The substrate shall be either Aluminum sheeting or Aluminium Composite Material(ACM)

conforming to following subsections.

Aluminium sheets used for sign boards shall be of smooth, hard and corrosion resistant aluminium

alloy conforming to IS 736 - Material Designation 24345 or

7 Aluminium Composite Materials (ACM)

ACM sheets used for sign boards is a sandwiched construction with a thermoplastic core of ,,Low

Density Polyethylene" (LDPE) between two thick skins/sheets of Aluminium with overall thickness of

4 mm and 3 mm, and Aluminium skin thickness of 0.4 - 0.5 mm and 0.25 - 0.3 mm respectively on

both sides. The retro reflective sheeting must be applied on the top surface with aluminum surface

with recommended surface preparation from sheeting manufacturer. A fluorocarbon coating may be

applied over the exposed surface of aluminium to ensure corrosion resistant and weatherability and

shall conform to relevant ASTM. The mechanical properties of 4mm and 3mm ACM and that of its

Aluminum skin shall conform to the requirement given in Table, when tested in accordance with the

test methods mentioned against each of them.

Table Specifications for Aluminum Composite Material (ACM)

S.N Description Specification for 4mm Specification for

Standard Acceptable Acceptable value

A Mechanical Properties of ACM

1 Peel off strength with retro ASTM Min. 4 N/mm Min. 4 N/mm

reflective sheeting. (Drum Peel Test)

2 Tensile strength ASTME638 Min. 40 N/mm2 Min. 30 N/mm2

3 0.2% Proof Stress ASTME638 Min. 34 N/mm2 Min. 34 N/mm2

4 Elongation ASTME638 Min. 6 % Min. 5 %

5 Flexural strength ASTM C393 Min. 130 N/mm2 Min. 120 N/mm2

6 Shear strength with Punch shear test ASTM Min. 18 N/mm2 Min. 18 N/mm2

B Properties of Aluminum Skin D732

1 Tensile strength (Rm) ASTM E8 Min. 150 N/mm2 Min. 130 N/mm2

2 Modulus of elasticity ASTM E8 Min. 70,000 Min. 70,000 N/mm2

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

3 Elongation ASTM E8 A50 Min. 2% A50 Min. 2%

4 0.2% Proof Stress ASTM E8 Min. 110 N/mm2 Min. 110 N/mm2

8 Plate Thickness

Shoulder mounted ground signs with a maximum side dimension not exceeding 600 mm shall not be

less than 1.5 mm thick with Aluminium and 3 mm thick with Aluminium Composite Material. All other

signs shall be at lNEW WEST 2 mm thick with Aluminium and 4 mm thick with Aluminium Composite

Material. The thickness of the sheet shall be related to the size of the sign and its support and shall be

such that it does not bend or deform under prevailing wind and other loads. All overhead signs

made with Aluminium Composite Material shall be minimum 4 mm thick to withstand wind and other

loads without deformation.

9 Retro Reflective Sheeting

The retro reflective sheeting used on the signs shall consist of white or coloured sheeting having a

smooth outer surface which has the property of retro reflection over its entire surface. It shall be

weather resistant and exhibit colour fastness. It shall be new and unused and show no evidence of

cracking, scaling, and pitting, blistering, edge lifting or curling and shall have negligible shrinkage or

expansion. A certificate of having the sheeting tested for coefficient of retro reflection, daytime

colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular

gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be

obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and

in case the certificate is obtained from international agency, it should also be obtained from Indian

agency within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate

conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from

a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if

so desires, could seek for a performance guarantee which would be released after receipt of certificate

meeting the requirement of three years outdoor weathering of the sheeting.

10 Description of sheet:

Type XI Micro prismatic grade sheeting

Retro-reflective sheeting typically manufactured as a cube corner. The reflective sheeting shall be retro-

reflective sheeting made of micro prismatic retro-reflective material. The retro-reflective surface, after

cleaning with soap and water and in dry condition shall have the minimum co-efficient of retro-

reflection (determined in accordance with ASTM D 4956-09) as indicated in Table

When totally wet, the sheeting shall show not less than 90 percent of the values, of retro-reflection

indicated in above Table. At the end of 10 years, the sheeting shall retain at lNEW WEST 80 percent

of its original retro-reflectance.

Table Acceptable Minimum Coefficient of Retro-reflection for Type XI Prismatic

Grade SheetingA (Candelas per Lux per Square Metre)

Florescent yellow

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

A Minimum Co-efficient of Retro-reflection (RA) (cd.lx-1 .m-2).

B Values for 0.1° observation angles are supplementary requirements that shall apply

only when specified by the purchaser in the contract or order.

The sheeting shall have a pressure-sensitive adhesive of the aggressive-tack type requiring no heat,

solvent or other preparation for adhesion to a smooth clean surface, in a manner recommended by the

sheeting manufacturer. The adhesive shall be protected by an easily removable liner (removable by

peeling without soaking in water or other solvent) and shall be suitable for the type of material of the

base plate used for the sign.The adhesive shall form a durable bond to smooth, corrosion and

weather resistant surface of the base plate such that it shall not be possible to remove the sheeting

from the sign base in one piece by use of sharp instrument. The sheeting shall be applied in

accordance with the manufacturers specifications.

12. Fabrication

Surface to be reflectorised shall be effectively prepared to receive the retro-reflective

sheeting. The aluminium sheeting shall be de-greased either by acid or hot alkaline

etching and all scale/dust removed to obtain a smooth plain surface before the application

of retro-reflective sheeting. If the surface is rough, approved surface primer may be used.

After cleaning, metal shall not be handled, except by suitable device or clean canvas

gloves, between all cleaning and preparation operation and application of reflective

sheeting/primer. There shall be no opportunity for metal to come in contact with grease,

oil or other contaminants prior to the application of retro-reflective sheeting. Complete

sheets of the material shall be used on the signs except where it is unavoidable. At splices,

sheeting with pressure-sensitive adhesives shall be overlapped not less than 5 mm.

Where screen printing with transparent colours is proposed, only butt joint shall be used. The material

shall cover the sign surface evenly and shall be free from twists, cracks and folds. Cut-outs to produce

legends and borders shall be bonded with the sheeting in the manner specified by the manufacturer.

13. Messages/Borders

The messages (legends, letters, numerals, etc.) and borders shall either be screen-printed or of cut out

from durable transparent overlay or cut-out from the same type of reflective sheeting for the cautionary

and mandatory sign boards. Screen printing shall be processed and finished with materials and in a

manner specified by the sheeting manufacturer. For the informatory and other sign boards, the messages

(legends, letters, numerals etc.) and borders shall be cut-out from durable transparent overlay film or cut-

out from the same reflective sheeting only. Cut-outs shall be from durable transparent overlay materials

as specified by the sheeting manufacturer and shall be bonded with the sheeting in the manner

specified by the manufacturer. Whenever transparent overlay film is used for making any type of sign,

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

the coloured portion of sign shall have coefficient of reflectivity not less than the reflectivity of type and

colour of sheeting normally used, as per table. Cut-out messages and borders, wherever used, shall be

either made out of retro-reflective sheeting or made out of durable transparent overlay except those in

black which shall be of non-reflective sheeting or opaque in case of durable transparent overlay.

Creating coloured areas by means of screen-printing with ink shall not be permitted.

(1)Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(2)Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on end when

asked by AMC. The contractor shall not be paid extra for same.

(3)Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

Measurements for Payment

The measurement of standard directional board signs shall be in numbers of different types of signs supplied.

The Contract unit rate shall be payment in full for the cost of making the road sign, including all materials,

installing it at the site and incidentals to complete the work in accordance with the Specifications.

Special Terms and Conditions for Retro-Reflective Sign Boards Work

1. Warranty certificate for five year and seven years, for Micro prismatic grade of signs from sheeting

manufacturer should be given at time of supplying of the boards.

2. A certificate of authorization from the sheeting manufacturer should be submitted at the time of supplying

3. The responsibility for handing, upkeep and safety of the boards lies with the contractor until the

completion of work and final payment are released.

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

4. Contractor will have to ensure how he is going to arrange repair or replacement of defective boards after

intimation from the div8ision, what maximum time for completion will be required by the contractor.

5. Warranty security deposit shall be retained @ 5% of the cost of the Retroreflective-

boards from the R.A. bill which will be released after expiring the defect liability period,

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

ITEM NO. 9 Median Marker

Providing and fixing 3M or Avery Dennison brand Median Marker or equivalent made of tough impact

resistant injection moulded thermoplastic body confirming to ASTM D256 Standards having flourecent micro

prismatic sheeting having minimum area not less than 100 mm dia conforming to type-XI as per ASTM D4956

Standards on both side the Median Marker. The Slope of reflective surface shall be 15 degrees to base. The

Median Markers shall be fixed to the concrete surface using the adhesive and screws as per procedure

recommended by the manufacture and as per direction of Engineer in charge.

Supplying and fixing of Median marker that are made of tough, high impact resistant , injection

molded thermoplastic body with an isosceles trapezoidal structure, reflectorized on either side using

ASTM D256 Standards having fluorescent micro prismatic sheeting. The Median marker shall be

designed to take the rigors of natural weathering, the product make the medians extremely visible.

The Median marker shall be approved from the Engineer-In charge before commencement of work.

The logo of the Manufacturer shall be embossed on either side of the body in the injection molded

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

2.1.1 The Median Marker trapezoidal structure is having length, width and height not less than 15cm, 10cm

and 10 cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its

acute angle, all the corners and edges.

2.22. The median marker shall be made of tough thermoplastic body, the plastic used for molding the

median marker shall have a minimum Notched Izod impact strength value of 600 J/m at room

temperature when tested in accordance with ASTM D 256 and shall retain at lNEW WEST 70% of this

value when subjected accelerated weathering for 1000 hrs as per ASTM G 155 or US746C. It can

withstand climatic changes & Very high impact. It is also UV resistant. Inaccessible edges & embedded

reflective material prevent vandalism. The Slope of reflective surface shall be 15 degrees to base.

2.2.3 The Median marker shall have rectangular shaped, fluorescent color retro reflective sheeting having

area not less than 72 sqcm and with fully reflective micro prismatic cube corners as its retro reflective

elements and meeting ASTM D 4956 type XI Specification. The retro reflective sheeting shall be on

single/ both side of the median marker and shall be edge protected with no exposed edges which will

prevent edge lifting, vandalism, sheeting damage etc. Reflective area of Median Marker has excellent

resistance to deposition of soot, dirt and mud which keeps it clean and clear longer. The fluorescent

retro - reflective sheeting used in Median Marker gives excellent visibility during down, dusk and all

times during day & night.

2.2.4 Coefficient of retro reflection for sheet :- Retro reflective sheeting Class is CLASS C SHEET IN Micro

prismatic grade sheeting as per ASTM D 4956-09 TYPE XI

Retro reflective sheeting typically manufactured as a cube corner. The

reflective sheeting shall be retro reflective sheeting made of micro prismatic

retro reflective material. The retro reflective surface, after cleaning with soap

and water and in dry condition shall have the minimum coefficient of retro

reflection (determined in accordance with ASTM D 4956 -09 as indicated in

When totally wet, the sheeting shall show not less than 90 percent of the

values, of retro reflection indicated in above Table. At the end of 10 years, the

sheeting shall retain at lNEW WEST 80 percent of its original retro-reflectance.

TABLE II Acceptable Minimum Coefficient of Retro- Reflection for

Type XI Prismatic Grade sheeting

(Candelas per Lux per Square Metre)

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

Observation Angle

Florescent Orange

Florescent yellow-

Florescent yellow

Minimum Co-efficient of Retro reflection (Ra)(Cd.lx¯¹.m¯2)

Values for 1.0º observation angles are supplementary requirements that shall apply only when

specified by the purchaser in the contract or order.

3.00 Workmanship :

3.1 Requirement

3.1.1 The median marker put in this manner that traffic shall not be obstructed.

3.1.2 The reflective portions of the Median markers shall be free from crevice or ledges where dirt might

3.1.3 All road Median markers shall be legibly marked with the name, trademark or other means of

identification of the manufacture

3.1.4 Marker length, width and height not less than 15cm, 10cm and 10 cm respectively and thickness not

less than 1.8mm.

3.1.5 The Median markers shall be made checkered ribs at the bottom improve anchorage to the substrate

when applied with epoxy

3.2.1 The Median marker shall be fixed to the road surface/concrete surface/ central verge and foot path

block using the adhesives and the procedure recommended by the manufacturer.

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

3.2.2 Regardless of the type of adhesive used ,the Median markers shall not fixed if the pavement is not

surface dry and on new asphalt concrete surface until the surface has been opened to traffic for

period of not less than 14 hours.

3.2.3 The portions of the Road surface to which Median marker is to be bonded by the adhesive shall be

free of dirt, curing compound, grease, oil, moisture, loose or and any other material which would

adversely affect the bond of the adhesive.

3.2.4 Use a wire brush, if necessary to loosen and removed dirt, then brush or blow clean.

3.2.5 The adhesive shall be placed uniformly on the Cleaned pavement surface or on the bottom of the

Median markers in a quantity. sufficient to result in complete coverage of the area of the contact of

the better surface with no voids present at a slight excess after the better surface has been lightly

pressed in place.

3.2.6 For epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the

pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. Soft

rags moistened with mineral spirits or kerosene may be used , if necessary to remove adhesive form

exposed faces of Median markers.

3.2.7 The Median Marker shall be fixed by a combination of epoxy adhesive and screws as per procedure

recommended by the manufacture etc completed as directed by Engineer in charge.

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on

end when asked by AMC. The contractor shall not be paid extra for same.

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

(2) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

USAGE CONFORMANCE CERTIFICATE

Details of the bollard fixing work is carried out using Name of Manufacturer

Sr no. Type of work with location size Qty Remarks

Certified that the bollard fixing work have been manufactured using Brand Name of (According to

ASTM D 4956-09 TYPE XI) and are covered by

which will be expired on dated.............

Name of Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

The contract unit rate for reflective Median marker shall be payment in full compensations for all

labour, material, tools, equipments including incidental costs necessary for carrying out the work at

site conforming to the specifications complete as per approved drawing or as directed by the

Engineer in Charge.

4.00 Measurement for payment

The measurement of reflective Median markers shall be in numbers of different types of marker

supplied and fixed

ITEM NO.10 Synthetic enamel paint

Painting Two Coats on New Concrete Surface ( Painting two coats after filling the surface with synthetic

enamel paint in all shades on new plastered concrete surfaces

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as

specified in the drawings or as directed by the Engineer

1.0 Materials: Synthetic enamel paint shall conform to IS.

2.0 Workmanship:

2.1.1 The materials required for work of painting work shall be obtained directly from approved

manufacturers or approved dealer and brought to the site in maker's drums, kegs etc. with seal

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

2.1.2 All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed

and surface of paint in open or partially open containers covered with a thin layer of turpentine to

prevent formation of skin. The materials which have become stale or flat due to improper and long

storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into

small containers. While applying also the paint shall be continuously stirred in smaller container. No

left over paint shall be put back into stock tins. When not in use, the containers shall be kept properly

2.1.3 If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer

2.1.4 The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be

thoroughly removed before painting is started. No painting on exterior or other exposed parts of the

work shall be carried out in wet, damp of otherwise unfavorable weather and all the surfaces shall be

thoroughly dry before painting work is started.

2.2 Application:

2.2.1 Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of

particular paint. The paint shall be applied evenly and smoothly by means of crossing and laying off.

The crossing and laying off consists of covering the area over with paint, brushing the surface hard for

the first time over and then brushing alternately in opposite directions two or three times and then

finally brushing lightly in direction at right angles to the same.

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing

and laying off will constitute one coat.

2.2.2 Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper

and loose particles brushed off before next coat is applied. Each coat shall vary slightly in shade and

shall be got approved from Engineer-in-charge before next coat is started.

2.2.3 Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and

cleaned of dust before the next coat is applied. No hair marks from the brush or clogging of paint

puddles in the corners of panels angles of mouldings etc. shall be left on the work.

2.2.4 Approved best quality brushes shall be used.

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on

end when asked by AMC. The contractor shall not be paid extra for same.

(2) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

USAGE CONFORMANCE CERTIFICATE

Details of the bollard fixing work is carried out using Name of Manufacturer

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

Sr no. Type of work with location size Qty Remarks

Certified that the bollard fixing work have been manufactured using

Brand Name of (According to ASTM D 4956-09 TYPE XI) and are covered by

which will be expired on dated.............

Name of Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

3.0 Mode of measurements & payment :

3.1 Any type of C.C. Central verges curbs surface shall be measured under this item.

3.2 All the work shall be measured not in the decimal system as executed subject to the following limits

unless otherwise stated hereinafter :

(a) dimensions shall be measured to the nearest 0.01 metre.

(b) Areas shall be worked out to the nearest 0.01 Sq. metre.

3.3 No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be

made for painting to beadings, mouldings, edges, jambs, soffits, etc. of such opening.

3.4 The different surfaces shall be grouped into one general item, areas of uneven surface being

converted into equivalent plain areas in accordance with the mode of measurement for payment.

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

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

The Contract unit rate for painting shall be payment in full compensation for furnishing a labour,

materials, tools, equipment, including all incidental costs necessary for carrying out the work at the

site conforming to these Specifications complete as per the approved drawing(s) or as directed by the

Engineer and all other incidental costs necessary to complete the work to these Specifications.

ITEM NO.11 C.R. Base Road Marking Paint

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road in

two coats on new Work with ready mixed road marking paint conforming to

IS:164 on bituminous surface, including Cleaning the surface of all dirt , dust &

other foreign matter

A) Over 10 Cm in Width

B) Up to 10 Cm in Width

The colour, width and layout of road markings shall be in accordance with the Code of Practice for

Road Markings with paints, IRC : 35, and as specified in the drawings or as directed by the Engineer.

Road markings shall conform to. Gr Made I as per IS:

3.00 Workmanship

3.1.1 The materials required for work of painting work shall be obtained directly from approved

manufacturers or approved dealer and brought to the site in maker's drums, kegs etc. with seal

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

3.1.2 All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed

and surface of paint in open or partially open containers covered with a thin layer of turpentine to

prevent formation of skin. The materials which have become stale or flat due to improper and long

storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into

small containers. While applying also the paint shall be continuously stirred in smaller container. No

left over paint shall be put back into stock tins. When not in use, the containers shall be kept properly

3.1.3 If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer

3.1.4 The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be

thoroughly removed before painting is started. No painting on exterior or other exposed parts of the

work shall be carried out in wet, damp of otherwise unfavorable weather and all the surfaces shall be

thoroughly dry before painting work is started.

3.1.5. The road marking shall preferably be laid with appropriate road marking

machinery/ or by brush as specified by the Engineer In charge. Laying

thickness of road marking paint shall be as specified by the Engineer.

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on

end when asked by AMC. The contractor shall not be paid extra for same.

(2) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

USAGE CONFORMANCE CERTIFICATE

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

Details of the bollard fixing work is carried out using Name of Manufacturer

Sr no. Type of work with location size Qty Remarks

Certified that the bollard fixing work have been manufactured using

Brand Name of (According to ASTM D 4956-09 TYPE XI) and are covered by

which will be expired on dated.............

Name of Manufacturer Name of Converter

Authorized Signatory Authorized Signator

4.00 Mode of Measurement

A) Over 10 Cm in Width –The rate shall be for a unit of one Sq.mt

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

B) Up to 10 Cm in Width The rate shall be for a unit of running meter.

ITEM NO.12 Tree Guard sign

Tree Guard sign Providing and fixing sign boards Made out of 2 MM alluminiumn Sheet or equivalent sheet

size 30 cms diameter circle. Pre treated with phospheting process and acid etching, painted with one coat of

epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. Specifications (B) High Intensity Grade sheet

Aluminium sheets used for Tree Guard sign shall be of smooth, hard and corrosion resistant

aluminium alloy conforming to IS 736 - Material Designation 24345 or

2. Retro Reflective Sheeting

The retro reflective sheeting used on the signs shall consist of white or coloured sheeting having a

smooth outer surface which has the property of retro reflection over its entire surface. It shall be

weather resistant and exhibit colour fastness. It shall be new and unused and show no evidence of

cracking, scaling, and pitting, blistering, edge lifting or curling and shall have negligible shrinkage or

expansion. A certificate of having the sheeting tested for coefficient of retro reflection, daytime

colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular

gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be

obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting

and in case the certificate is obtained from international agency, it should also be obtained from Indian

agency within 3 years of launching of product by the manufacture in abroad. Alternatively, a

certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering

requirements from a reputed laboratory in India can be accepted provisionally. In such a situation,

the Employer/Client, if so desires, could seek for a performance guarantee which would be released

after receipt of certificate meeting the requirement of three years outdoor weathering of the

3. Description of sheet:

Type IV High intensity micro-prismatic grade sheeting (HIP)

This sheeting shall be of high intensity retro-reflective sheeting made of micro-prismatic retro-

reflective element material coated with pressure sensitive adhesive. The retro-reflective surface

after cleaning with soap and water and in dry condition shall have the minimum co-efficient of retro-

reflection (determined in accordance with ASTM D 4956-09) as indicated in Table 6.6.

Table 6.6 Acceptable Minimum Coefficient of Retro-Reflection for

Type IV High Intensity Micro-prismatic Grade SheetingA

(Candelas Per Lux Per Square Metre)

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

A Minimum Coefficient of Retro-reflection (RA)(cd.lx-1 .m-2).

B Values for 0.1° observation angles are supplementary requirements that shall apply only when

specified by the purchaser in the contract or order.

When totally wet, the sheeting shall show not less than 90 percent of the values of retro-reflection indicated

in above Table. At the end of 7 years, the sheeting shall retain at lNEW WEST 80 percent of its original retro-

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before

Starting the work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved

Laboratory testing of sheeting at no extra cost before producing First R.A bill and then after on

end when asked by AMC. The contractor shall not be paid extra for same.

(2) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and

two hard copies

USAGE CONFORMANCE CERTIFICATE

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

Details of the bollard fixing work is carried out using Name of Manufacturer

Sr no. Type of work with location size Qty Remarks

Certified that the bollard fixing work have been manufactured using

Brand Name of (According to ASTM D 4956-09 TYPE XI) and are covered by

which will be expired on dated.............

Name of Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

Measurements for Payment

The measurement of standard tree guard board signs shall be in numbers .

The Contract unit rate shall be payment in full for the cost of making the sign, including all materials,

installing it at the site and incidentals to complete the work in accordance with the Specifications.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (Central Zone)

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Engineering Department - CENTRAL Zone

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Quantity Item Rate Unit Amount

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

1 3500 beads @ 250gms per sqm area, thickness of 2.5mm is excluding of 260.832 Smt

surface applied glass beds as per IRC:35. The finished surface to be

level, uniform and free from streaks and holes.zebra patta /bump patta

lane/center line/ edge line/cut patta

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

2 50 beads @ 250gms per sqm area, thickness of 2.5mm is excluding of 505.56 Nos.

surface applied glass beds as per IRC:35. The finished surface to be

level, uniform and free from streaks and holes.) Directional Arrow,

CAT EYE/Pavement Marker(MNC two nail) made out of acrylic Strene-

Acrylonitrile or hi-impact poly Steren fitted with moulded of

metheacrylate(MNC)reflector cube corner reflector design,filled with

tightly adhering pooting compound as per ASTMD-788 size

11.5x7x1.60 cms or 10x10x1.75 cms provided with bituminous adhesive

in sufficient quantity with each unit fixing with two shrank .Reflector on

both side.Co efficient of lumination as per specification and compressive

strenth 13 tones at 23 degree centigrade etc.B) Double side lenses

Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet

,height 140cms,bottom dia 23cm,top dia 12cm with direction plate of

cm dia fabricated necessary anchors as directed and also provide through

4 4 out lengh pipe of 25 NB for the strenthing of bollard and reflectorised 3696 Nos.

Micro Prismatic Grade Sheet (Type XI)and three yellow strip 6 Inches

wide of Type XI Retro reflective Sheeting, fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm).(As Per previous tender

Providing and fixing 3M or Avery Dennison brand Median Marker or

equivalent made of tough impact resistant injection moulded

thermoplastic body confirming to ASTM D256 Standards having

flourecent micro prismatic sheeting of 100 mm dia conforming to type-

6 5 XI as per ASTM D4956 Standerds on both side the Median Marker.The 316.8 Nos.

Slope of reflective surface shall be 15 degrees to base.The Median

Markers shall be fixed to the concrete surface using the adhesive and

screws as per procedure recommended by the manufacture and as per

direction of Engineer in charge.

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on

Road in two coats on new Work with ready mixed road marking paint

conforming to IS:164 on bituminous surface,including Cleaning the

surface of all dirt , dust & other foreign matter

500 Over 10 cm in width 68.112 Smt.

1500 Up to 10 cm in width 6.776 Rmt.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 67 of