Pavement Marking with Hot Applied Thermoplastic Paints, Sign Boards and Various Road Safety Furniture Items in Shahpur ward of Central Zone of the city of Ahmedabad” (ARC Tender)

Name of work: - “Pavement Marking with Hot Applied Thermoplastic Paints, Sign Boards and

Various Road Safety Furniture Items in Shahpur ward of Central Zone of the

city of Ahmedabad” (ARC Tender)

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

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 “Pavement Marking with Hot Applied Thermoplastic Paints,

Sign Boards and Various Road Safety Furniture Items in

Shahpur ward of Central Zone of the city of Ahmedabad” (ARC

2 Estimated Tender Amount Rs.29,51,705.10 (exclusive of GST). GST will be paid extra by

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

3 Tender fee Rs.1500.00

(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-1” 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.29,517.00 (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.

The tenders received after latest schedule date and time will not

Tenders. be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

only. The validity of the Security 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-

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- “Pavement Marking with Hot Applied Thermoplastic Paints, Sign Boards and Various Road Safety

Furniture Items in Shahpur ward of Central Zone of the city of Ahmedabad” (ARC Tender)

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

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

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

specified. Otherwise the Employer shall retain the said sum, as on account of such Security Deposit as provided for in the

aforesaid documents.

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

in the aforesaid documents.

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

received. I / We also understand & agree that Municipal Commissioner Reserves the right to allot number of tenders to

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

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

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.

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

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

documents and referred to as “the work”) detailed in the table given in the Invitation for Bid (hereinafter called

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

has been engaged by the Employer to provide consulting services for the preparation or supervision of the

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

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

debarred for specified period by AMC, Governement of Gujarat, Government of India or any other entity

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

4.0 Qualification of the Bidder

4.1 Requires registration:- Register 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

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

proof of the qualification requirements; and/or

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

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

• Tampered the bid document in any manner.

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

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

manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

date of opening.

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

• 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

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid. Employer will in no

case be responsible and liable for those costs.

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

the site of Works and its surroundings including source of earth, water, road aggregates etc. and obtain all

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

Works. The costs of visiting the Site shall be at the Bidder's own expense.

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

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

• 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

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

www.nprocure.com The prospective bidder shall refer to website to check any addendum before 24 hours of

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

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 Rupees.

15.0 Bid Validity

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

be rejected by the Employer as non-responsive.

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

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

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

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

required to extend the validity of his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

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

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

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

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

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

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

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

furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

be of Ahmedabad City only.

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

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

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

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

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

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

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

sealed envelopes shall be sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

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

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

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

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

address specified in bid information not later than the date indicated on the face sheet of the document. In the

event of the specified date for the submission of bids declared a holiday for the Employer, the Bids will be

received up to the appointed time on the next working day. The Bidder is further required to submit Documents

in Physical Form on or before the Bid Due Date and before the time of submission as specified in NIT, at the

following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

account of delay in submission at bidder's end. Bidder shall ensure that they submit the bid well before the "Due

Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not able to submit the bid on account

of failure in network/internet connection or any other technical reason.

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

respective Clause, in which case all rights and obligations of the Employer and the bidders previously subject to

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

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

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

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

Bid validity period by writing, facsimile or e-mail confirmed by registered letter. This letter (hereinafter and in

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

Contractor in consideration of the execution, completion, and maintenance of the Works by the Contractor as

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

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

Security Deposit in accordance with the provisions of Clause.

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

signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

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

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

22.0 SECURITY DEPOSIT

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

security deposit in the form of Bank Guarantee for an amount equivalent to 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

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

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

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

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

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

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

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

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

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

Also in the event of the Contractor's Security Deposit being reduced by reasons of such deductions, as aforesaid,

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

deficit in Security Deposit.

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

may have been furnished by the Contractor from time to time, are required to be extended/renewed, the

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

Engineer-in- Charge one month before the expiry date of the aforesaid Guarantees originally furnished failing

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

securities on any account as might occur or is noticed, the Contractor shall forthwith recoup/replace the same

with acceptable Security Deposit.

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

completed in all respects.

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

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

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

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

15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

25.0 LITIGATION HISTORY

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

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

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

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

 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

Seal and Signature of the Bidder Additional City Engineer

Date: 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

Safety of the works

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

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

the Employer and Engineers employees engaged at work site.

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

cones; when and where necessary, or required by Engineer in Charge or by any duly constituted authority for

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

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

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

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

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

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

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

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

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

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

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

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 used at site.

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

commissioning work to be done by the Contractor.

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

calculated after taking measurements of executed work. The rate stated in the schedule B for each item of

work shall apply. The works shall be measured by the Contractor jointly with the authorized representative

of the Engineer and all particulars required by the representative of the Engineer shall be supplied by the

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

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

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

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

any of the following:

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

 Omit any such work,

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

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

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

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

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

vary the Works is necessitated by some default or breach of contract by contractor or for which he is

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

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

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

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

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

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

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

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

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

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

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

based on the following three methods. , the priority of the documents forming the Contract shall be as follows:

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

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

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

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

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

temporary and incidental works, the overheads and the Contractors profit.

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

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

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be taken at 10 % of

the final rate derived.

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

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

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

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

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

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.

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 received.

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

obligation under the contract.

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

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

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

(c) The contractor fails to fulfill requirements;

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

the Contractor fails to correct it within a reasonable period of time determined by the Engineer;

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

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

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

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

competing for or in the executing the Contract.

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

anything of value to influence the action of a public official in the procurement process or in contract

execution. “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement

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

among Bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the Borrower of the benefits of free and open competition.”

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

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

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

20.0 Overpayment & Underpayment

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

against the contractor the same may be deducted by the Municipal Corporation from any sum then due or which

at any time thereafter may become due to the contractor under this contract and failing that under any other

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

(which may be available with Municipal Corporation), or from his retention money, or he shall pay the claim on

demand. The Municipal Corporation reserves the right to carry out post payment audit and technical examination

of the final bill including all supporting vouchers, abstracts, etc.

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

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

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

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

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

by the Municipal Corporation, any amount due to the contractor under this contract or under payment may be

adjusted against any amount then due or which may at any time thereafter become due before payment is made

to the contractor from him to the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

on account of bad or imperfect work, the materials obtained from dismantling will be the property of the A.M.C.

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

22.0 Dispute to be referred to Arbitrator

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

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

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

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

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

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

work or any part thereof possession of which may have been taken by the Engineer-in-charge under the

said clause –5.

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

accepted as completed fully in accordance with the sanctioned specifications.

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

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

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

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

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

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

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

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

intimation or the amount of expenses incurred by the Engineer-in-charge under the said clause17 in

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

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

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

instructions and the requirement of the Engineer-in-charge in case where there are no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

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

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

notice given to the contractor under clause

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

clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

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

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

soft copy as and when demanded by the AMC.

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works.

Progress of work should be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident.

The contractor shall arrange for barricading at night and arrangement of Pagi at night to direct

the traffic. He shall be responsible for any damage to public. If any incident happen, during the

execution of work. In case of dispute for unseen or overlooked items the decision of the Dy.

City Engineer shall be final. The contractor shall have to give site clean of all rubbish during the

work and at the time of completion of work and hand over the site with final finishing of the

work as directed. All the rejected materials shall be removed from site within 24 hours by

contractor at this risk and cost. Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor

shall have to prepare through of bigger size and mix the mortar in the required proportion. In on

case he shall be allowed to mix the mortar either on floor or any finished surfaces. The

contractor shall have to make his own arrangement for water required for the work.

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 Add.C.E. as per the rate analysis based on

latest SOR or if item is not available in SOR than based on current market rates. In case of extra

item decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design

of the propose work the contractor shall carry out the same at his quoted rates without charges

any extra and the contractor will have to carry out the works and he will be paid at the rate

quoted by him. No claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the

contractors shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work.

Contractor will be fully responsible for compliance of the various provisions under contract

Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of

opening of the tenders for this work and that the tenderer shall not be allowed to withdraw on

modify the offer on his own during the period. If any tenderer withdraw or makes any

modifications or addition in the terms and conditions of his tender not acceptable to the

Municipal Corporation the Municipal Corporation shall without prejudice to any right or

remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of

order to start the work the penalty of the 0.01% tender Amount per day of delay of start shall be

recovered separately from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in

form of demand draft.

Condition of Form - B1 only Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R & B

Dept. - Govt. of Gujarat booklets of Building Works & and Road Works Specifications

published by Gujarat Book Depot, Sector-21. Gandhinagar. Other techinical condition

will be applicable as per tender condition only.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

General terms & conditions

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Seal and Signature of the Bidder Additional City Engineer

Date: Amdavad Municipal Corporation

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(1) y:- yt xuLzh su <u Jdolt yb>tJt> BGþrl.ftuvtuohuNl y&Jt fuLî{ y&Jt htsg mhfthle btLg gt>elt ftuLx[fxhtu Che

NfNu. dJobuLxlt btLg ftuLx[tfxhu yb>tJt> BGþrl.ftuvtuohuNlbtk btLg ftuLx[tfxhtule gt>ebtk hSMxuNl fhtJJtlwk

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

f:- xuLzhhle jtgft<

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

ytvJtbtk ytJNu. ftb ytv<t vnujt ftuLx[tfxhu ftb mk<tu»tfthf <ubs xtRb jebexbtk ÃþY fhJt sYhe

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

z:- yb>tJt> Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh

mh¾gwjh,lk -17,<t.09/12/2012 bwsc yb>tJt> Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,

heLgwyj Ve <&t yvd{uzuNl Ve ylu btv>kztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

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

JvhtNlt ceò hM<tytu&e mk<wÐ ntuJtlwk btle juJtbtk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekd(fu su ftb fhJt,

ftb ÃþY fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekd btxu, gtzo,

zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm

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

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

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

(5) xuLzh Vtubo

xuLzh Vtubo ylu ylwmwrabtkle >hufu >huf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt >M<tJus vh< fhJtlt

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

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

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

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

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

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

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

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

xuLzh Chlthlu sKtJJtbtk ytJu Au fu xuLzh >eM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt >uuJtNu lrn

ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK

fu ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne

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

dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdo>Nol btxu mtbtLg

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

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

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

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

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

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

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu c>ÕGþ / c>Õgt ntug.

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

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

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu

y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, h> fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe

hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu

J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb

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

(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.

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

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

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

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

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

ytÃgt <theF&e 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 fhJtbtk ytJNu.

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

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

vulÕxe Jmwj fhJtbtk ytJNu.

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

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

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

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

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

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

(11) y:- awfJKe:-

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

ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb Faoltu <&t sYh sKtg <tu

ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR

awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR

Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR

>tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt btxu sYhe yuJe

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

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

J^thtu ytvJtbtk ytJNu lrnk.

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

frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t

ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

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

cejbtk&e fvt< fhJtbt ytJNu.

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

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

>M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu

<u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

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

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

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

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

<ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR

btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule sJtc>the

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

l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu)

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

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

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

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

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

ykdu ftb fhJt ftuLx[tfxh ck^tgujt 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

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

(25) ftuLx[tfxh îtht xuLzhbt >NtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t

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

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

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

CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk 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

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

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

ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

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

(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

(35) 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.

(36) 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

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

>M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS:

TECHNICAL SPECIFICATION

Name of Work : “Pavement Marking with Hot Applied Thermoplastic Paints, Sign Boards and Various

Road Safety Furniture Items in Shahpur ward of Central Zone of the city of

Ahmedabad” (ARC Tender)

ITEMNo.1Thermoplasticpaint

Road marking with hot applied thermoplastic paints strictly of Automark - "Specsmark", Asian

Paints-"Apcomark", Katalline- "Traffix O" or Berger Paints-"Sigmark" with reflectorising glass

beads of Automark-"Autolux Gold", "SwEmpanelmento", "Sovitec" Asian Paints-Apcobids",

"Potters" on bitumen surface providing and laying a hot applied thermoplasticcompound

mm thick includingreflectorising glass beads@ 250gmsper sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-2015.

Thefinishedsurfacetobelevel,uniformandfreefromstreaksandholes.zebrapatta

/bump patta lane/center line/ edge line/cut patta. The white color marking should provide

liminancecoefficinet oncemendroadshalllbemin130mcd/m2/luxandAsphaltroad shall

bemin100mcd/m2/luxduringtheservicelifeduringthedaytime.Themarkingshould meet

theperformance criteria for night time reflectivity, wet reflectivity and skid resistanceas

mentioned in the section-15 of IRC 35-2015. (As per approved R.A)

ITEM No.2Thermoplastic paintDirectional Arrow, Lettering (1 word - up to 4 letters), or any kind

Providing and laying Road marking with hot applied thermoplastic paints strictly of Automark -

"Specsmark", Asian Paints-"Apcomark", Katalline- "Traffix O" or Berger Paints-"Sigmark" with

reflectorising glass beads of Automark-"Autolux Gold", "SwEmpanelmento", "Sovitec" Asian

Paints-Apcobids", "Potters" on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorisingglassbeads@250gmspersqmarea,thicknessof2.5mmisexclusiveof surface applied

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

andholes.) Directional Arrow, Lettering (1 word -upto 4letters), orany kindof Artworketc.(which

shall maximum size upto 2.75 Sqmt out to out) Item shall include providing Stencils for lettering,

direction arrow signages, and as per requirement. including cleaning, required maintenance, etc.

complete pre and post work. Cost shall also include

layingwithapplicatormachine&operatingboilers,SkilledLaboursforroadmarking, andUn-

Skilledlaboursforbarricading/protection,trafficdiversion,anditshallalso

includewastageofmaterial,etc.Contractorshallberesponsibletorunhisown thermoplastic

applicator machine & supply necessary diesel, gas, fuel, etc, also it will be his

responsibilitytoOperatepreheater.forgoodqualityofworkmanshipasinstructedby Engg-in-charge.

Agency has to quote rate on Nos. work basis which shall include following manpower and

machinery for each set). (As per approved R.A)

MoRT&HCluses803ROADMARKINGS

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

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.

HotAppliedThermoplasticRoadMarking

ThermoplasticMaterial

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

andglass reflectorizing beads.The colour ofthe compound shall be white or yellow OS

colourNo. 356) as specified in the drawings or as directed by the Engineer.

(1) Composition:Thepigment,beads,and aggregate shallbeuniformly dispersed in the resin.

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

requirements indicated in Table 800-9.

TABLE800-9.Proportionsofconstituentsofmarkingmaterial(Percentagebyweight)

Component White Yellow

Binder 18.0min. 18.0min.

GlassBeads 30-30 30-30

TitaniumDioxide 10.0min. -

CalciumCarbonateand 42.0max. SeeNotebelow

YellowPigments - SeeNotebelow

Note:Amountofyellowpigment~calciumcarbonateandinertfillersshallbeattheoptionof the

manufacturer, provided all other requirements ofthis Specification are met.

(ii) Properties:Thepropertiesofthermoplasticmaterial,whentestedinaccordancewith ASTM

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

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

Yellow:Daylightluminanceit45degien-45percentmin.asperAASHTOM249

(b) Dryingtime:Whenappliedatatemperaturespecifiedbythemanufacturerandtothe required

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

(c) Skidresistance:notlessthan45asperBS:6044.

(d) Cracking resistanceatlowtemperature:Thematerialshallshownocrackson application to

concrete blocks.

(e) Softeningpoint102.5:t9.50CasperASTMD36.

(f) FlowresistanceNotmorethan25percentasperAASHTOM249.

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

(iii) StorageLife:ThematerialshallmeettherequirementsoftheseSpecificationsforaperiod

ofoneyear.Thethermoplasticmaterialmustalsomeltuniformlywithnoevidenceofskins 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 otherproperties

of the bonds shall be as specified inClause 803.4.2.

(v) Marking:Eachcontainerofthethermoplasticmaterialshallbeclearlyandindelibly marked with the

following information:

1.Thename,trademarkorothermeansofidentificationofmanufacturer

3. Dateofmanufacture

4. Colour(whiteoryellow)

5. Maximumapplicationtemperatureandmaximumsafebeatingtemperature.

(vi) Samplingandtesting:Thethermoplasticmaterialshallbesampledandtestedin accordance with the

appropriate ASTM/BS method. The Contractor shall furnish to the

Employeracopyofcertifiedtestreportsfromthemanufacturersofthethermoplastic materialshowing

results ofall testsspecifiedhereinand shall certifythat thematerial meets all requirements of this

Reflectorizedglassbeads

ThisSpecificationcoverstwotypesofglassbeadstobeusedfortheproductionofreflectorizedpavement markings

TypeIbeads-arethosewhichareaconstituentofthebasicthermoplasticcompoundvideTable800-9and Type

2 beads are those which are to be sprayed on thesurface vide Clause 803.6.4.

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

and excessive air inclusions.

TheseshallconformtotherequirementsspeltoutinClause803.4.2.3.

Specificrequirements

a) Gradation:Ileglassbeadsshallmeetthegradationrequirementsforthetwotypesasgivenin Table

TABLE800-10GradationRequirementsForGlassBead

Sievesize Percentretained

850micron 5to20 0to5

below180micron 0to15

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.

Thespecificrequirementsshallbetestedwiththefollowingmethods:

(i) Free- flow test: Spread 100 grams ofbeads evenly ina100mmdiameter glass dish. Place

the dish in a 250mm inside diameter desiccator which is filled within 25 mm of thetop of a

desiccator plate with sulphuric acid water solution ( specific gravity 1.10). Coverthe

desiccator and let it standfor 4 hours at 20 to 29 degree C. Remove sample from

desiccator,transferbeadstoapanandinspectforlumpsorclusters.Thenpourbeadsinto

aclean,dryglassfunnelhavinga100mmstemand6nunorifice.Ifnecessary,initiate flow by lightly

tapping the funnel. The glass spheres shall be essentially free of lumps and clusters and shall

flow freely through the funnel.

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

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 ofglassbeads obtained from a reputed laboratory showing results ofall 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

Applicationpropertiesofthermoplasticmaterial

803.4.31The thermoplastic material shall readily get screeded/ extruded at temperatures specified

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

specifiedthicknesswhichshallbecontinuousanduniforminshapehavingclearand sharp edges.

803.4.3.2Thematerialuponheatingtoapplicationtemperaturesshallnotexudefumes, which are toxic,

obnoxious or injurious to persons or property.

(i) Thematerialshallbemeltedinaccordancewiththemanufacturer'sinstructionsin 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

specifiedbythemanufacturer,andshallonnoaccountbeallowedtoexceedthe 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

ReflectorisedPaint--deleted

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 803.4.2.

Markingshallbedonebymachine.Forlocationswherepaintingcannotbedone by machine,

approved manual methods shall be used with prior approval of the Engineer.

TheContractorshallmaintaincontrolovertrafficwhilepaintingoperationsarein progress so as to

cause minimum inconvenience to traffic compatible with protecting the workmen.

Wherethecompoundistobeappliedtocementconcretepavement,asealing primer as

recommended by themanufacturer, shall be applied to thepavement in advanceof placing of

the stripes to ensure proper bonding of the compound. On new concretesurface any laitance

and/or curing compound shall be removed before the markings are applied.

Thethermoplasticmaterialshallbeappliedhoteitherbyscreedingorextrusionprocess. 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.

Thepavementtemperatureshallnotbe lessthan10'Cduringapplication.Allsurfacesto be marked

shall be thoroughly cleaned of all dust, dirt/grease, oil and all other foreignmatter before

application of the paint.

Thematerial,whenformedintotrafficstripes,mustbereadily renewableby placing an

overlay of new material directly over an old line of compatible material. Such new material

shallsobonditself totheold line thatno splitting or separation takes place.

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

thickness of at least 2.5 mm unless specified otherwise. 'Where arrows or letters are to be

provided,thermoplasticcompoundmaybehand-sprayed.Inadditiontothebeads included in

the material, a further quantity of glass beads of Type 2, conforming to

theabovenotedSpecificationshallbesprayeduniformlyintoamono-layerontothehot paint line

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

rate of 250 grams per square meter area.

Theminimumthicknessspecifiedisexclusiveofsurfaceappliedglassbeads.The

methodofthicknessmeasurementshallbeinaccordancewithAppendicesBandCofBS

Themarkingsshallbedonetoaccuracywithinthetolerancesgivenbelow:

i) Widthoflinesandothermarkingsshallnotdeviatefromthespecifiedwidthbymorethan

ii) Thepositionoflines,letters,figures,arrowsandothermarkingsshallnotdeviatefromthe

position specified by more than 20 mm

iii) Thealignmentofanyedgeofalongitudinallineshallnotdeviatefromthespecified

alignment by more than 10 mm in 15 m.

iv) Thelengthofsegmentofbrokenlongitudinallinesshallnotdeviatefromthespecified

length by more than 150 mm.

In broken lines, the length ofsegment and thegapbetween segments shall be as

indicatedonthedrawings;iftheselengthsarealteredbytheEngineer,theratioofthelengths of

the painted sections shall remain the same.

Propertiesoffinishedroadmarking

Thefinished linesshallbefreefromruggednessonsidesand endsandbeparallel to the

general alignment of the carriageway. The upper surface of the lines shall be level, uniform

and free from streaks.

(a) Thestripeshallnotbeslipperywhenwet.

(b) ThemarkingshallnotliftfromthepavementinFreezingweather.

(c) After application and proper drying, the stripe shall show no appreciabledeformation

or discoloration under traffic and under road temperatures up to 60 degree C.

(d) Themarking shall not deteriorate by contact with sodium chloride, calciumchloride

or oil drippings from traffic.

(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:

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

pavement marking only.

DayTimeVisibility

TheluminancecoefficientunderdiffuseilluminationQ dforroadmarkingon

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

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

TestingmethodshallbeaccordingtoAnnexureD.

NightTimeVisibility

(i) Dryretro-reflection

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

with the method descried in Annexure E.

(i) InitialandMinimumPerformanceforDryRetroReflectivityduringNighttime

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

Initial(7 MinimumThresholdLevel(TL)and

Days) warrantyperiodRequiredupto2years

(i) Wetretro-reflection

Wet retro-reflectionshall 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) InitialandMinimumPerformanceforDryRetroReflectivityduringNighttime

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

Intian(7days) MinimumThresholdLevel

SPECIALTERMSANDCONDITIONSFORTHERMOPLASTPAINTWORK

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

machinewith temperature controller and automatic mixing arrangement of glass beads in required

2) After completionofthelayingof thermoplasticpaintwork,guaranteefordurabilityand reflectivityas per

below given by the bidder in the writing.

Defect liabilityperiodfor Thermoplasticpaint shall be consideredasfollows:

1. For zebra / pedestrian crossing, stop line, letters and arrows: 1 Years from the date of

execution. For all other Thermoplastic paint: 2 Years.

3) Agency whocarry outsuchtypeofworkshallhavean experienceofcarrying outsimilar type of work.

4) TestcertificatesasperM.O.S.T.Specification forRoadandBridgeworksClause803.4.1.2(vi)should be

furnished of reputed laboratory before starting the work.

MeasurementsforPayment

The paintedmarkingsshall bemeasuredinsq.meters ofactual area marked(excludingthe gaps, if

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

Contractor shall have toSubmit the manufacture test certificatebefore Starting the work at

Contractor Shall have to Submit the test reportofBoth thermoplastic paint and glass beads from

approved Laboratoryforpaint&glassbeadsatnoextracostbeforeproducingbillandthenafter on

end when asked by AMC.

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

and two hard copies.

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 conformingto these Specifications complete asper the approveddrawing(s)or asdirectedbythe

Engineer and allother incidentalcostsnecessaryto complete thework to these Specifications.

USAGECONFORMANCECERTIFICATE

WORK ORDER DETAILS

DetailsofthethermoplasticpaintingworkiscarriedoutusingNameofManufacturer

srno. Typeofworkwithlocation size Qty Remarks

CertifiedthattheaboveHotAppliedThermoplasticRoadMarkinghavebeenmanufacturedusing

Brand Name & Product name of thermoplastic material & Glass bid (according to ASTMD 36/BS3262)

and are covered by the

Whichwillexpireondated.............

Name of Thermoplastic Material Manufacturer NameofConverter

Name of Thermoplastic Product

AuthorizedSignatory AuthorizedSignatory

Providing and applying primer before hot applied thermoplastic paints marking on

RCCroadsurface,whichmustensurebetteradhesionofthermoplasticpainttothe surface and

also increase paint durability, including all material, manpower, tools and

machinearyrequiredforwork,withallrequiredsafetystandardstoworkinrunning

trafficconditions,as per standardsandasinstructedby enggincharge.Agencyhasto quote rate

on Sq.Mt. work basis.

The contract unit rate for Providing and applying primer before hot applied thermoplastic

paints marking on RCC road surface shall be payment in full compensation for furnishingall

labor, materials, tools, equipment including incidental costs necessary for carrying outthe

work at side conforming to the specifications complete as per approved drawings or as

directed by the Engineer.

ITEMNO.4 C.R.BaseRoadMarkingPaint

Providing&applyingC.R.BaseRoadMarkingPaintinglines,dashes,arrow,lettersetc.onRoadin

twocoatsonnewWorkwithreadymixedroadmarkingpaintconformingtoIS:164andAASHTO

standard M-248-90 onconcrete/bituminous surface,including required additive/solvent, providing

safety cones,barricades, string, chalks or req. colour for line marking,etc.Cleaning the surface,

removingofalldirt,dust&otherforeignmatterandclearthesiteasperengineerincharge.(Asper

1. Over10CminWidth

2. Upto10CminWidth

Thecolour,widthandlayoutofroadmarkingsshallbeinaccordancewiththeCodeofPractice

forRoadMarkingswithpaints,IRC:35,andasspecifiedinthedrawingsorasdirectedbythe Engineer.

Roadmarkingsshallconformto.GrMadeIasperIS:164.

3.00 Workmanship

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

Allmaterials 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 longstorage shallnotbeused. Thepaintshallbe stirred thoroughlyin its container

beforepouringintosmallcontainers.Whileapplyingalsothepaintshallbecontinuouslystirredin

smaller container. No left over paint shall be put back into stock tins. When not in use, the

containers shall be kept properly closed.

If for any seasons, thinning is necessary, the brand of thinner recommended by the

manufacturer shall be used.

Thesurfacetobepaintedshallbethoroughlycleanedanddusted.Allrust,dirtandgreaseshallbe

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. Theroadmarkingshallpreferablybelaidwithappropriateroadmarkingmachinery/orbybrush as

specified by the Engineer In charge. Laying thickness of road markingpaint shall be as specified

by the Engineer.

ModeofMeasurement

A) Over10CminWidth–TherateshallbeforaunitofoneSq.mt

B) Upto10Cmin Widththerateshallbeforaunitofrunningmeter.

(1) Contractorshallhavetosubmitthemanufacturetestcertificateofretroreflectivesheetbefore Starting the

work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheetfrom Govt. approved

Laboratorytestingofsheetingat noextra cost before producing First R.A bill andthenafter 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

USAGECONFORMANCECERTIFICATE

WORKORDER DETAILS

DetailsoftheProviding&applyingC.R.BaseRoadMarkingPaintingworkiscarriedoutusingNameof Manufacturer

Srno. Typeofworkwithlocation size Qty Remarks

Certified that Providing & applying C.R. Base Road Marking Painting work have

beenmanufacturedusingBrandNameof(IS:164andAASHTOstandardM-248-90)andarecoveredby

whichwillbeexpiredondated.............

Name of C.R. Base Road Marking Paint Material Manufacturer NameofConverter

Name of C.R. Base Road Marking Paint Product

AuthorizedSignatory AuthorizedSignatory

SealandSignatureoftheBidder AdditionalCityEngineer

Date: AhmedabadMunicipalCorporation

ITEM NO. 5Standard Delineator: Providing and fixing of Standard Metal Delineator consisting of

minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro

prismatic non-metallic retro reflective sheeting on each side conforming with

IRC672012andmeetingthecoefficientofretroreflectionvaluesasperASTMD4956

TypeXItablespecification.Thedelineatorshallbepaintedwithpowdercoatofminimum 40 microns

thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure

shall be manufactured in roll forming process and shall have height not less than 800 mm above

the ground, width not less than 100 mm and shall extend not more than 300mm below the

ground whilebeinginstalled.height of sheetingshould be minimum 150mm whereas width of

sheeting should not be less than 75mm (should be placed every

alternative15cm).Thefrontandbackfacesofthedelineatorshouldbecurvedwitha radius of not more

than 200mm and with delta angle (or central angle of curve) lyingbetween 20o and 30o, to

increase the visibility of the delineator for vehicles moving in

continuouscurves.Thedelineatorshallhavegroovesacrossthelengthtomakethe reflective sheets

vandal-proof. The delineator is meant for application on gaps in median, traffic islands,

dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer(As per SOR

AHMEDABAD 2023-24 Item code 26166)

ITEMNO.6 AFP (Aluminum Backed Flexible Prismatic): Providing and fixing Aluminum

backed flexible prismatic sheeting,consisting of yellow/black colored flexible prismatic sheet

with nonmettalicprismaticlens asretro reflective elements and confirming

toASTMD4946TypeVIspecificationsforreboundableretroreflectivesheeting.This flexibleprismatic

sheeting shallbe of 30cmwidth and laminated at theback with a 50 micron Aluminum(Al) foil

with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have

screen printed arrow/slant line pattern in black color in a continuous roll format. The AFP

sheeting,with the liner removed, shall be applied with a neoprene contact adhesive with a

Polychloropreneas base,viscosityof 200-450 cp sand solid content of 20-30%. Once applied, the

edgesof the product shall be sealed all around with a two-partepoxy based structural adhesive

and shall be extremely resist to peel off. A

testreportfrominstituteslikeARAI/CRRIconfirmingtoabovementionedflexibilityand ASTM-D 4956-

09 Type-VI retroreflectivity performance of the flexible prismatic sheeting used in AFP shall be

submitted as directed by Engineer-In-Charge.( SOR 23-24 Item code 26165)

ITEMNO.7HazardMarkerSign:-Providingandfixingsignboardsmadeoutof2.0

mmaluminumsheet/4mmACP(AluminumcompositePanel);size90x30cms. rectangular as per

design of IRC-67-2012. Pretreated with phosphating process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint reflectorized with Micro

Prismatic Grade retro reflective sheeting of Type-11 as per ASTMD-4956 and latest M.O.S.T.

Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof35x35 x 3mm; painted

with best quality epoxy coatings in black and white bends. The details of symbol foreach board

shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3-year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro

Reflective sheeting. (SOR AHMEDABAD 2023-24Item code 26102C)

ITEM No. 8Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate

molded body with circular shape, solar powered, LED self illumination in

activemode,360degreeilluminationandreflectivepanelswithmicroprismaticlens capable of

providing total internal reflection of the light entering the lens face in passivemode. The marker

shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be

resistant to dust and water ingress according to IP 65 standards and should withstand

temperatures in the range of 0 C to 70 C. Color of lighting could beprovided in red or yellow

(amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current

losses of less than 20 micro-amperes at 2.4 V in sleepcharging mode to enhance the life of the

marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width

and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface

diameter of the marker shall not be less than

mmrespectively.Theweightofthemarkershallnotexceed0.5Kilograms.Fixingwillbe by drilling holes

on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as

per manufacturers recommendation and complete as directed by the enginee(SOR AHMEDABAD

2023-24 Item code 26167)

The Solar Stud shall be fixed to the road surface using the adhesives and the procedure

recommended by the manufacturer. No nails should be used to fix the marker so that

theydonotposesafetyhazardon theroads. Regardlessofthetypeofadhesiveused,the markers

shall not fixed if the pavement is not surface dry and on new asphalt concrete

surfaceuntilthesurfacehasbeenopenedtotrafficforperiodofnotlessthan14hours. 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.

TheadhesiveshallbeplaceduniformlyontheCleanedpavementsurfaceoronthe

bottomofthemarkersinaquantity.sufficienttoresultincompletecoverageofthearea 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. For epoxy installations, excess adhesive

aroundthe edge of the marker, excess Adhesive on the pavement and adhesive on the

exposed surfaces of the markers shall be immediately removed.

WarrantyandDurability

The contractor shall obtain from the manufacturer a warranty for contractor held

performance. In case the Solar Stud are displaced. damage get worn out or not performed

comparedtostipulatedstandards,thecontactorwouldberequiredtoreplaceallsuch Solar Stud

within 15 days of the intimation from the Engineer at his own cost.

MeasurementofPayment

The measurement of Solar Stud shall be in number of diff. types of Solar Stud suppliedand

The contract unit rate for Solar Stud shall be payment in full compensation for

furnishingalllabour,materials,tools,equipmentincludingincidentalcostsnecessaryforcarrying

outtheworkatsideconformingtothespecificationscompleteasperapproveddrawings or as

directed by the Engineer

USAGECONFORMANCECERTIFICATE

WORKORDERDETAILS

DetailsoftheSolarStudfixingworkiscarriedoutusingNameofManufacturer

Srno. Typeofworkwithlocation size Qty Remarks

CertifiedthattheSolarStudfixingworkhavebeenmanufacturedusingBrandNameof

SolarStud(AccordingtoASTMD-4280)andarecoveredby

whichwillbeexpiredondated.............

NameofSolarStudManufacturer NameofConverter

AuthorizedSignatory AuthorizedSignatory

SpecialNote:Contractormaysubmitacertificateofbeingauthorizedconverterofapproved

ITEM No. 9Providing and fixing Free Left Retro Reflective sign boards 2mm aluminum

sheet/4mmACP(AluminumcompositePanel);size80x60cmplateasperdesignofIRC 67-

2012AndFrame(25x25x3mm)withlogoinverticalPole(65NB,3.3MtHeight). ACP sheet 3 mm

Aluminum/4 mm ACP sheeting fixed with type XI class-c micro prismatic Grade sheeting as per

IRC 67: 2022(ASTM D 4956-09) Retro reflective sheeting of Brand of 3M or Avery of size 0.75 M X

0.65 M lettering and signs as applicable with excavating

Removingpavement(0.45x0.45x0.60)withConcretingIncludingformWorkM25(0.45x 0.45x 0.60)

etc. Transportation work includingloading, unloading, uploading And Lead upto site. Installation

and erection. charge(Including all installation and machinery and labors).Nothing shall be paid

extra for carting from factory to the fixing site within AMC limit. The rate including contractor

profit, overhead charge and Excluding GST etc.complete.(As per R.A)

ITEMNo.10TreeGuardSign:

Tree Guard sign :-Providing & fixing sign board made out of 2mm aluminium sheet / 3mm

ACP(AluminumcompositePanel),size30cmsdiametercircle,pretreatedwith

phosphetingprocessandacidetching,paintedwithonecoatofepoxyprimerandtwocoats of best

quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications. A warranty for 10 years for the Retro reflective sheeting from original

manufacturer&acertifiedcopyof3yearoutdoorexposuretestreportfromthirdparty test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

(As per SOR AHMEDABAD 2023-24 Item code 26107C)

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. RetroReflectiveSheeting

Theretroreflectivesheetingusedonthesignsshallconsistofwhiteorcolouredsheetinghavinga

smooth outer surfacewhich 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

evidenceof 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,daytimecolourandluminance,shrinkage,flexibility,linerremoval,adhesion, impact

resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its

havingpassedthesetestsshallbeobtainedfromInternational/GovernmentLaboratory/Instituteby

themanufacturerofthesheetingandincasethecertificateisobtainedfrominternationalagency,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 Municipal Commissioner, AMC/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.

3. Descriptionofsheet:

Type IV Highintensitymicro-prismatic grade sheeting(HIP)

This sheeting shall be of high intensity retro-reflective sheeting made of micro-prismatic retro-

reflective element material coated withpressure 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 ASTMD4956-09)as indicated in

Table6.6AcceptableMinimumCoefficientofRetro-Reflectionfor Type

IV High Intensity Micro-prismatic Grade Sheeting (Candelas Per Lux

Per Square Metre)

A MinimumCoefficientofRetro-reflection(RA)(cd.lx-1.m-2).

B Valuesfor0.1°observationanglesaresupplementaryrequirementsthatshallapplyonly

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 atleast80 percentof its original

retro-reflectance

ITEM NO.11 Give Way Sign: - Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 75 x 75 x 90 cm equilateral triangle plus

60cmx20cmrectangularadditionalplateasperdesignofIRC-67-2012.Pretreatedwith phosphating

process & acid etching; coated with one coat of epoxy primer and two coats of best

qualityepoxypaint;reflectorizedwithMicroPrismaticGraderetroreflectivesheetingofType-

11asperASTMD-4956andlatestM.O.S.T.Specifications;3.6mtrlongstandpostof75x75x

6mm/65NBCircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof 35 x 35 x

3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol

foreach board shall beas per theinstructionof engineer in charge. Thefixing atsiteshall be in 1:1:2

CC block of size 45 x 45 x 60 Cm for each leg. Including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3-year outdoor exposure test

reportfromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor.(A) Class-C Type-

11 Retro Reflective sheeting.

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length

fixedperpendicular to each other and both end shall cut 50mm & cross

bended 45Degree. Barcode with Description (as per IRC 67-2022) shall be

fixed in eachsignboard which

canbescanable&changesshouldbedoneasperinstructionof engineer incharge.

No extra charge given for that.

ITEMNO.12STOPSign:-Providingandfixingsignboardsmadeoutof2mmaluminumsheet

/4mmACP(AluminumcompositePanel);size75cmOctagonasperdesignofIRC-67-2022. Pre-treated

withphosphatingprocess&acidetching;coatedwithonecoatof epoxyprimerand two coats of best

quality epoxy paint; reflectorized with Micro Prismatic Grade retro reflective sheeting of Type-11

as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand

postof65NBCircularMSPipeasrequiredandframefabricatedfromsuitablesize ironangleof 35 x 35 x

3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol

foreach board shall beas per theinstruction of engineer in charge. Thefixing at siteshallbe in 1:1:2

CC block of size 45 x 45 x 60 Cms. for each leg. Including excavation, curing etc. complete under

the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3-year outdoor exposure test

reportfromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor.(A) Class-C Type-

11 Retro Reflective sheeting.

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length

fixedperpendicular to each other and both end shall cut 50mm & cross

bended 45Degree. Barcode with Description (as per IRC 67-2022) shall be

fixed in eachsignboard which

canbescanable&changesshouldbedoneasperinstructionof engineer incharge.

No extra charge given for that.

Thevariousmaterialsandfabricationofroadsignsshallconformtothefollowingrequirements.

ConcreteshallbeofM25 grade

2 ReinforcingSteel

ReinforcingsteelshallconformtotherequirementsofIS1786unlessotherwisespecified.

3 Bolts,NutsandWashers

High strength bolts shall conform to IS 1367 whereasprecision bolts, nuts, etc. shall conformto

4 PlatesandSupports

Plates and support sections for the signposts shall conform to IS 226 and IS 2062 or any

otherstated IS specification.

Thesubstrateshallbeeither AluminumsheetingorAluminiumComposite 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 AluminiumCompositeMaterials(ACM)

ACMsheetsusedforsignboardsisasandwichedconstructionwithathermoplasticcoreof,,Low

Density Polyethylene" (LDPE) between two thick skins/sheets of Aluminium with overall

thicknessof 4 mmand 3 mm, and Aluminiumskin thicknessof0.4 -0.5 mm and 0.25 - 0.3 mm

respectively on both sides. The retro reflective sheeting must be applied on the top surfacewith

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.

TableSpecificationsforAluminumCompositeMaterial(ACM)

Specificationfor

S.N Description Specificationfor4mm

Standard Acceptable

Acceptablevalue

A MechanicalPropertiesofACM

1 Peel offstrength with retro ASTM Min.4 N/mm Min.4 N/mm

reflectivesheeting.(DrumPeelTest) D903

2 Tensile strength ASTME638 Min.40N/mm2 Min.30N/mm2

3 0.2% ProofStress ASTME638 Min.34N/mm2 Min.34N/mm2

4 Elongation ASTME638 Min.6% Min.5%

5 Flexural strength ASTMC393 Min.130N/mm2 Min.120N/mm2

6 ShearstrengthwithPunchsheartest Min.18N/mm2 Min.18N/mm2

B PropertiesofAluminum Skin

1 Tensilestrength(Rm) ASTM E8 Min.150N/mm2 Min.130N/mm2

2 Modulusofelasticity ASTM E8 Min.70,000N/mm2

3 Elongation ASTM E8 A50Min.2% A50Min.2%

4 0.2%ProofStress ASTM E8 Min.110N/mm Min.110N/mm2

8 PlateThickness

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 least 2 mm thick with Aluminium and 4 mm thick with Aluminium

CompositeMaterial.Thethicknessofthesheetshallberelatedtothesizeofthesignanditssupport 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 RetroReflectiveSheeting

The retro reflective sheetingused 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,andpitting, blistering,edgeliftingorcurling and shallhave negligible shrinkage

orexpansion.Acertificateofhavingthesheetingtestedforcoefficientofretroreflection, 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

sheetingand incase thecertificateisobtainedfrominternationalagency,itshouldalsobeobtained

from Indian agency within 3 years of launching of product by the manufacturer including actual

outdoor weathering in Indian conditions. Alternatively, a certificate conforming to ASTM

Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed

laboratoryin Indiacanbeacceptedprovisionally.Insuchasituation,theMunicipalCommissioner,

AMC/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 Descriptionofsheet:

TypeXIMicroprismaticgradesheeting

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,aftercleaningwithsoapandwaterandindryconditionshallhavetheminimumco-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 than90percent of the values, of retro-

reflection indicated in above Table. At the end of 10 years, the sheeting shall retain at least

percent of its original retro-reflectance.

TableAcceptableMinimumCoefficientofRetro-reflectionforTypeXI

PrismaticGradeSheeting (CandelasperLuxperSquareMetre)

AMinimumCo-efficientofRetro-reflection(RA)(cd.lx- .m- ).

B Values for0.1°observation angles are supplementaryrequirements that shall apply

only when specified bythepurchaser in the contract or order.

Thesheetingshallhaveapressure-sensitiveadhesiveoftheaggressive-tacktyperequiring no

heat,solventorotherpreparationforadhesion toasmoothcleansurface,inamanner 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 thebaseplatesuch thatit shallnotbepossibletoremove

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

Surfacetobereflectorisedshallbeeffectivelypreparedtoreceivetheretro-reflective

sheeting.Thealuminiumsheetingshallbede-greasedeitherbyacidorhotalkaline

etchingandallscale/dustremovedtoobtainasmoothplainsurfacebeforetheapplication ofretro-

reflectivesheeting.Ifthesurfaceisrough,approvedsurfaceprimermaybeused.Aftercleaning,metalshall

notbehandled,exceptbysuitabledeviceorcleancanvas

gloves,betweenallcleaningandpreparationoperationandapplicationofreflective

sheeting/primer.Thereshallbenoopportunityformetaltocomeincontactwithgrease,

oilorothercontaminantspriortotheapplicationofretro-reflectivesheeting.Complete

sheetsofthematerialshallbeusedonthesignsexceptwhereitisunavoidable.Atsplices, sheeting with

pressure-sensitive adhesives shall be overlapped not less than 5mm.

Wherescreenprintingwithtransparentcoloursisproposed,onlybuttjointshallbeused.Thematerial

shallcoverthesignsurfaceevenlyandshallbefreefromtwists,cracksandfolds.Cut-outstoproduce

legends andborders shallbebondedwith the sheetingin the manner specifiedbythemanufacturer.

13. Messages/Borders

Themessages(legends,letters,numerals, etc.)andbordersshalleitherbescreen-printed orofcutout

from durable transparent overlay or cut-out from the same type of reflective sheeting for the

cautionaryandmandatorysignboards.Screenprintingshallbeprocessedandfinishedwith 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

transparentoverlaymaterialsas specified by the sheeting manufacturer and shall be bonded with

the sheetinginthemannerspecifiedbythemanufacturer.Whenevertransparentoverlayfilmisused for

makinganytypeofsign,thecolouredportionofsignshallhavecoefficientof reflectivitynotless than

thereflectivity oftypeand colour ofsheeting normally used, as pertable. Cut-out messages and

borders, wherever used, shall be either made out of retro-reflective sheeting or made out of

durabletransparentoverlayexceptthose in blackwhich shall beofnon-reflective sheetingoropaque in

case of durable transparent overlay. Creating coloured areas by means of screen-printing with ink

shall not be permitted.

(1) ContractorShallhavetoSubmitthemanufacturetestcertificateofretroreflectivesheetbefore

Starting the work at no Extra cost

(2) Contractor Shall have to Submit the test report of retro reflective sheetfrom Govt. approved

Laboratorytesting of sheetingat no extra cost before producing First R.A bill and thenafter on end when

asked by AMC. The contractor shall not be paid extra for same.

(3) ContractorshallhavetosubmitthefilledformasmentionedbelowinSoft(Signed&Scanned) and

two hard copies

MeasurementsforPayment

Themeasurementofstandarddirectionalboardsignsshallbeinnumbersofdifferenttypesof signs

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.

ITEM NO. 13Arrowtype sign boards:Providing and fixing Arrow typesignboards madeout of4mm

ACP (Aluminum composite Panel); size 120 cm x 45 cm(2 Nos) Tringular platemade

outofRetroReflectivesheetingofMicroPrismaticGraderetroreflectivesheetingofType-11 as per ASTM

D-4956 and latest M.O.S.T. Specifications fixed over ACP sheetsupported withBack Support Square

of 25x25x2 mm MS angle painted with best quality epoxy coatings in black

andwhitebends.Thedetailsofsymbolforeachboardshallbeaspertheinstructionofengineer in charge,

firmly fixed 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB Circular SS Pipe asrequire to ground

by means of proparly designed foundation with M20 gradeof cemenrt concrete45 cm x45 cmx

cm, for each leg withwith (2 nos) 300mm long holdfasts welded with pole in

oppositedirectionsofanglesectionsize32x32x2mmIncludingexcavation,curingetc. Complete under

the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3-year outdoor exposure test

reportfromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor(A) Class-C Type-

11 Retro Reflective sheeting.(As per RA)

ITEM NO. 14SS dual Sided Landmark / Tourist Information Signboard : Providing and fixing Dual

sided landmark name/ signboardof size 1800x1220 mm made out of Retro Reflective Sheeting of

micro Prismatic grade conforming to IRC 67: 2022 & Type Xistandards of ASTM D4956-

09specifications,fixedover4mmACPsheetssupportedwithbackSupportsquarepipe

of25x25x2mmstainlesssteelangleof304grade,supportedonastainlessstellpipeof76.2OD,

2.11 mm tick of 304 grade & surrounded by SS pipe of 38.10 mm OD, 1.2 mm tick of SS 304Grade

,firmly fixed to the ground by means of properly designed foundation with M20 gradecement

concrete 45cm x45cm x60cm, 60 cm below ground level as per approved drawing. The

message(Legebds,Letter,Numericals,etc.)andbordersshalleitherbescreenprintedorofcut out from

durable Transparent overlay film or cut from same type of sheeting as per Type -XI

standards.Specifications:asperIRC67-2022,10Yearwarrantyforretroreflectivesheeting

fromtheoriginalsheetingmanufacture&acertificatecopyofthreeyearsoutdoorexposure report from

an indepedent test lab for the product offered shall be submited by the contractor. ( Bottom of the

board shall be 900 mm above ground level ) specifications : IRC 67: 2022 . There shall be stamp

behind the ACP sheet carrying the name of the supplier name of sheeting manufacturer , Type of

Retro reflective sheeting , Installtion month & year as per cluase 12.2 ofIRC 67-2022 (As per

approved RA by Traffic Department)

ITEM NO. 15Sign board per Square Meter : -Providing and fixing sign boards made out of 2mm

aluminum sheet / 4mm ACP (Aluminum composite Panel); size 1 meter x 1 meter as per

designofIRC-67-2022.Pretreatedwithphosphatingprocess&acidetching;coatedwithone coat of

epoxy primer and two coats of best quality epoxy paint reflectorized with Micro Prismatic

GraderetroreflectivesheetingofType-11asperASTMD-4956andlatestM.O.S.T. Specifications; 1 Nos.

long stand post clear height min 2.1mof 75 x 75 x 6mm/ 65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof50x50x5mm; painted

with best quality epoxy coatings in black and white bends. the details of symbol or inscription

/numerals for each board shall be as per the instruction of engineer in charge.

Thefixingatsiteshallbein1:2:4CCblockofsize45x45x60Cms.foreachlegwith(2nos)

300mmlongholdfastsweldedwithpoleinoppositedirectionsofanglesectionsize32x32x2

mm.Includingexcavation,curingetc.completeunderthesupervisionofengineerincharge.A

warranty for 10 years for the Retro reflective sheeting from original manufacturer & a

certifiedcopyof3-yearoutdoorexposuretestreportfrom thirdpartytest lab fortheproductofferedshall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

(SORAHMEDABAD2023-24Itemcode26103C)

(ItemderivedinSqmt,fromsizeof1.0x1.0mEachno.)

ITEM NO. 16Direction (Junction) Sign: - Providing and fixing sign boards made out of 2mm

aluminum sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cm rectangular as per

designofIRC-67-2022.Pre-treatedwithphosphateprocess&acid etching;coatedwithonecoat of epoxy

primer and two coats of best quality epoxy paint; reflectorized with Micro PrismaticGrade retro

reflective sheeting of Type-11 as per ASTM D- 4956 and latest M.O.S.T.Specifications; 4.0 mtr long

(2 Nos.) stand post of 75 x 75 x 6 mm / 65NB Circular MS Pipe as

requiredandframefabricatedingridformofmin.0.3sqmtfromsuitablesizeironangleof50x 50 x 5mm;

painted with best quality epoxy coatings in black and white bends. The details ofsymbol for each

board shall be as per the instruction of engineer in charge. The fixing at site shallbe in 1:2:4 CC

block of size 45 x 45 x 60 Cm for each leg with (2 nos) 300mm long holdfasts

weldedwithpoleinoppositedirectionsofanglesectionsize32x32x2mm.Including excavation, curing

etc. complete under the supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3-year outdoor exposure test

report from third party test lab for the product offered shall be submitted by contractor. (A) Class-

C Type-11 Retro Reflective sheeting(SOR AHMEDABAD 2023-24 Itemcode 26098C)

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length fixed perpendicular to

eachother and both end shall cut 50mm& cross bended 45 Degree. Barcode with Description (asper

IRC67-2022) shall be fixed in each signboard which can be scanable& changes should be done as

perinstruction of engineer incharge. No extra charge given for that.

ITEMNO.17RETRO–REFLECTORISEEDTRAFFICSIGN

MandatorySignage

Regulatory/MandatorySign:-Providing andfixing signboardsmadeout of2mmaluminum sheet /

4mm ACP (Aluminum composite Panel); size 60 cm Dia Circle plus 60 cm x 20cm rectangular

additional plate as per design of IRC67-2022. Pre-treated with phosphating process & acid etching;

coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorized with

Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-

4956andlatestM.O.S.T.Specifications;3.6mtrlongstandpostof75x75x6mm/65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof35x35x 3mm; painted

with best quality epoxy coatings in black and white bends. The details of symbol foreach board

shall be as per the instruction of engineer in charge. The fixing at site shall be

in1:1:2CCblockofsize45x45x60Cms.foreachleg.Includingexcavation,curingetc. Complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3-year outdoor exposure test

reportfromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor.(A) Class-C Type-

11 Retro Reflective sheeting.

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length

fixedperpendicular to each other and both end shall cut 50mm & cross bended

45Degree.BEmpanelmentodewithDescription(asperIRC67-

2022)shallbefixedineachsignboardwhichcanbescanable&changesshouldbedoneas

per instruction of engineer incharge. No extra charge given for that.

ITEMNO.18RETRO–REFLECTORISEEDTRAFFICSIGN

Cautionarysignage

Cautionary Warning Sign: - Providing and fixing sign boards made out of 2mm aluminum sheet /

4mm ACP (Aluminum composite Panel); size 60 x 60 x 60 cm equilateral triangle plus 60 cm x 20cm

rectangular additional plate as per design of IRC-67-2022. Pretreated with phosphating process &

acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorized with Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof35x35x 3mm; painted

with best quality epoxy coatings in black and white bends. The details of symbol foreach board

shall be as per the instruction of engineer in charge. The fixing at site shall be in1:1:2 CC block of

size 45 x 45 x 60 Cm for each leg. Including excavation, curing etc. Complete under the supervision

of engineer in charge. A warranty for 10 years for the Retro

reflectivesheetingfromoriginalmanufacturer&acertifiedcopyof3-yearoutdoorexposuretestreport

fromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor.(A)Class-C Type-11 Retro

Reflective sheeting.

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length

fixedperpendicular to each other and both end shall cut 50mm & cross bended

45Degree.BEmpanelmentodewithDescription(asperIRC67-

2022)shallbefixedineachsignboardwhichcanbescanable&changesshouldbedoneas

per instruction of engineer incharge. No extra charge given for that.

ITEMNO.19RETRO–REFLECTORISEEDTRAFFICSIGN

Informatorysignage

Facility Informatory Sign: - Providing and fixing sign boards made out of 2mm aluminum sheet /

4mm ACP (Aluminum composite Panel); size 60 x 45 cm rectangular plus 60 cm x 20cm

rectangularadditionalplateasperdesignofIRC-67-2022.Pre-treatedwithphosphatingprocess & acid

etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorized with Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-

4956andlatestM.O.S.T.Specifications;3.6mtrlongstandpostof75x75x6mm/65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof35x35x 3mm; painted

with best quality epoxy coatings in black and white bends. The details of symbol foreach board

shall be as per the instruction of engineer in charge. The fixing at site shall be

in1:1:2CCblockofsize45x45x60Cms.foreachleg.Includingexcavation,curingetc. Complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3-year outdoor exposure test

reportfromthirdpartytestlabfortheproductofferedshallbesubmittedbycontractor.(A) Class-C Type-

11 Retro Reflective sheeting.

 Add 2 nos. of L 32*32 Angle Section holdfast size min 300mm length

fixedperpendicular to each other and both end shall cut 50mm & cross

bended 45Degree.BEmpanelmentodewithDescription(asperIRC67-

2022)shallbefixedineachsignboardwhichcanbescanable&changesshouldbedo

neasper instruction of engineer incharge. No extra charge given for that.

Thevariousmaterialsandfabricationofroadsignsshallconformtothefollowingrequirements.

ConcreteshallbeofM25 grade

2 ReinforcingSteel

ReinforcingsteelshallconformtotherequirementsofIS1786unlessotherwisespecified.

3 Bolts,NutsandWashers

High strength bolts shall conform to IS 1367 whereasprecision bolts, nuts, etc. shall conformto

4 PlatesandSupports

Plates and support sections for the signposts shall conform to IS 226 and IS 2062 or any

otherstated IS specification.

ThesubstrateshallbeeitherAluminumsheetingorAluminiumComposite Material(ACM) conforming

to following subsections.

Aluminiumsheetsusedforsignboardsshallbeofsmooth,hardandcorrosionresistant aluminium alloy

conforming to IS 736 - Material Designation 24345 or

7 AluminiumCompositeMaterials(ACM)

ACMsheetsusedforsignboardsisasandwichedconstructionwithathermoplasticcoreof,,Low

Density Polyethylene" (LDPE) between two thick skins/sheets of Aluminium with overall

thicknessof 4 mmand 3 mm, and Aluminiumskin thicknessof0.4 -0.5 mm and 0.25 - 0.3 mm

respectively on both sides. The retro reflective sheeting must be applied on the top surfacewith

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.

TableSpecificationsforAluminumCompositeMaterial(ACM)

Specificationfor

S.N Description Specificationfor4mm

Acceptablevalue

Standard Acceptable

MechanicalPropertiesofACM

Peel offstrength with retro

1 ASTM Min.4 N/mm Min.4 N/mm

reflectivesheeting.(DrumPeelTest)

2 Tensile strength ASTME638 Min.40N/mm2 Min.30N/mm2

3 0.2% ProofStress ASTME638 Min.34N/mm2 Min.34N/mm2

4 Elongation ASTME638 Min.6% Min.5%

5 Flexural strength ASTMC393 Min.130N/mm2 Min.120N/mm2

6 ShearstrengthwithPunchsheartest Min.18N/mm2 Min.18N/mm2

PropertiesofAluminum Skin

1 Tensilestrength(Rm) ASTM E8 Min.150N/mm2 Min.130N/mm2

2 Modulusofelasticity ASTM E8 Min.70,000N/mm2

3 Elongation ASTM E8 A50Min.2% A50Min.2%

4 0.2%ProofStress ASTM E8 Min.110N/mm Min.110N/mm2

8 PlateThickness

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 least 2 mm thick with Aluminium and 4 mm thick with Aluminium

CompositeMaterial.Thethicknessofthesheetshallberelatedtothesizeofthesignanditssupport 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 RetroReflectiveSheeting

The retro reflective sheetingused 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,andpitting, blistering,edgeliftingorcurling and shallhave negligible shrinkage

orexpansion.Acertificateofhavingthesheetingtestedforcoefficientofretroreflection, 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

sheetingand incase thecertificateisobtainedfrominternationalagency,itshouldalsobeobtained

from Indian agency within 3 years of launching of product by the manufacturer including actual

outdoor weathering in Indian conditions. Alternatively, a certificate conforming to ASTM

Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed

laboratoryin Indiacanbeacceptedprovisionally.Insuchasituation,theMunicipalCommissioner,

AMC/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 Descriptionofsheet:

TypeXIMicroprismaticgradesheeting

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,aftercleaningwithsoapandwaterandindryconditionshallhavetheminimumco-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 than90percent of the values, of retro-

reflection indicated in above Table. At the end of 10 years, the sheeting shall retain at least

percent ofits original retro-reflectance.

TableAcceptableMinimumCoefficientofRetro-reflectionforTypeXI

PrismaticGradeSheeting (CandelasperLuxperSquareMetre)

AMinimumCo-efficientofRetro-reflection(RA)(cd.lx- .m- ).

B Values for0.1°observation angles are supplementaryrequirements that shall apply

only when specified bythepurchaser in the contract or order.

Thesheetingshallhaveapressure-sensitiveadhesiveoftheaggressive-tacktyperequiring no

heat,solventorotherpreparationforadhesion toasmoothcleansurface,inamanner 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 thebaseplatesuch thatit shallnotbepossibletoremove

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

Surfacetobereflectorisedshallbeeffectivelypreparedtoreceivetheretro-reflective

sheeting.Thealuminiumsheetingshallbede-greasedeitherbyacidorhotalkaline

etchingandallscale/dustremovedtoobtainasmoothplainsurfacebeforetheapplication ofretro-

reflectivesheeting.Ifthesurfaceisrough,approvedsurfaceprimermaybeused.Aftercleaning,metalshall

notbehandled,exceptbysuitabledeviceorcleancanvas

gloves,betweenallcleaningandpreparationoperationandapplicationofreflective

sheeting/primer.Thereshallbenoopportunityformetaltocomeincontactwithgrease,

oilorothercontaminantspriortotheapplicationofretro-reflectivesheeting.Complete

sheetsofthematerialshallbeusedonthesignsexceptwhereitisunavoidable.Atsplices, sheeting with

pressure-sensitive adhesives shall be overlapped not less than 5mm.

Wherescreenprintingwithtransparentcoloursisproposed,onlybuttjointshallbeused.Thematerial

shallcoverthesignsurfaceevenlyandshallbefreefromtwists,cracksandfolds.Cut-outstoproduce

legends andborders shallbebondedwith the sheetingin the manner specifiedbythemanufacturer.

13. Messages/Borders

Themessages(legends,letters,numerals, etc.)andbordersshalleitherbescreen-printed orofcutout

from durable transparent overlay or cut-out from the same type of reflective sheeting for the

cautionaryandmandatorysignboards.Screenprintingshallbeprocessedandfinishedwith 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

transparentoverlaymaterialsas specified by the sheeting manufacturer and shall be bonded with

the sheetinginthemannerspecifiedbythemanufacturer.Whenevertransparentoverlayfilmisused for

makinganytypeofsign,thecolouredportionofsignshallhavecoefficientofreflectivitynotless than

thereflectivity oftypeand colour ofsheeting normally used, as pertable. Cut-out messages and

borders, wherever used, shall be either made out of retro-reflective sheeting or made out of

durable transparentoverlayexceptthose in blackwhich shallbeofnon-reflective sheetingor opaque in

case of durable transparent overlay. Creating coloured areas by means of screen-printing with ink

shall not be permitted.

(1) ContractorShallhavetoSubmitthemanufacturetestcertificateofretroreflectivesheetbefore

Starting the work at no Extra cost

(2) Contractor Shall have to Submit the test report of retro reflective sheetfrom Govt. approved

Laboratorytesting of sheetingat no extra cost before producing First R.A bill and thenafter on end when

asked by AMC. The contractor shall not be paid extra for same.

(3) ContractorshallhavetosubmitthefilledformasmentionedbelowinSoft(Signed&Scanned) and

two hard copies

MeasurementsforPayment

Themeasurementofstandarddirectionalboardsignsshallbeinnumbersofdifferenttypesof signs

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.

USAGECONFORMANCECERTIFICATE

WORKORDERDETAILS

DetailsofthesignboardfixingworkiscarriedoutusingNameofManufacturer

Srno. Typeofworkwithlocation size Qty Remarks

CertifiedthatthesignboardfixingworkhavebeenmanufacturedusingBrandNameof

Reflectivesheets(AccordingtoASTMD-4280)andarecoveredby

whichwillbeexpiredondated.............

NameofsignboardManufacturer NameofConverter

AuthorizedSignatory AuthorizedSignatory

SpecialNote:Contractormaysubmitacertificateofbeingauthorizedconverterofapproved

ITEMNo.20CATEYE/RoadStud/RPM:

Supplying of Moulded Twin Shank Raised Pavement Markers made of polycarbonates and ABS

moulded body and reflective panels with Micro Prismatic Lens (No Glass Bed Lens) capable of

Providing total internal reflection of the light entering the lens face and shall support a load of

13635 kgs. tested accordance to ASTM D 4280 Type H and complying to specification of category

A of MORTH Circular NO RW/NH/33023/10-97-DO lll

Dt.11.06.1997.Theheight,widthandlengthshallnotexceed20mm,130mmand130mm

andwithminimumreflectiveareaof13sqcmoneachsideandslopetothebaseshallbe 35+/-5

degree.The strength of detachment of integrated cylindrical shank,(of diameter notless than

19+/-2 mm and heightnot less than 30+/-2 mm) from the body is to be a minimum value of

kgf. Fixing will be by drilling holes on the road for the shank to go inside,without nails and using

epoxy resin based adhesive as per manufacturer's recommandation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer- In-charge.(R&B SOR 2023-24 Item

DetailedTechnicalSpecificationsforMouldedTwinShanksCatEye/RoadStud/RPM Material

& Manufacturing

The workshallcover the providingand fixingofRaised Pavementmarker (RPM)or road

stud,adevicewhichisbondedtooranchoredwithintheroadsurface,forlanemarkingand

delineation for night-time visibility, as specified in the contract.

Plastic body of RPM road stud shall be molded from ASA ( Acylicstyreneactylonitrile ) of

HIPS( Impactspolystyrene)orABSoranyothersuitablematerialapprovedbytheEngineer in

charge. The marker shall support a load of 13635 kg. tested in accordance with ASTM D

Reflective panels shall consist if number or lenses containing single or dual prismatic cubes

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

molded of methyl methecrylat conforming to ASTM D 788 or equivalent.

Theslopeorretrorelfectingsurfaceshallprfeablybe35.+5degreetobase.Theareaofeach retro

reflecting surface shall not be less then 13.0 sqmt.

4. Opticalperformance

Unidirectionalandbidirectionalstudseachreflectororcombinationofreflectoroneachface of the

stud shall have a CIL not less the given in Table 1 or 2 appropriate.

Omnidirectionalstuds

Eachomnidirectionalstudshallhaveamin.CILofnotlessthan2mcd/lx

Table1min.CILvalesforcategory'A'studs.

EntranceAngle ObservationAngle C.I.L.inmcd/lx

White Amber Red

Table2min.CILvalesforcategory'B'studs.

EntranceAngle ObservationAngle C.I.L.inmcd/lx

White Amber Red

1) The enterance angle of 0º U corresponds to the normal aspect of the reflectors when the

reflecting road stud is installed in horizontal road surface.

2) The stud incorporating one or more corner cube reflectors shall be included in category

‘A’.thestudincorporatingoneormorebi-convexreflectorsshallbeincludedincategory ‘ B’.

Coefficient of luminance intensity can be measured by produce described in ASTM 809''

PracticeforMeasuringPhotometriccharacteristics''orasrecommendedinBS879part4:1973

undertestconditions,astudshallnotbeconsideredtofailthephotometricrequirementsifthe

measuredC.I.LatanyonepositionofmeasurementsislessthanthevaluesspecifiedinTable 1 or

i) thevalueisnotlessthan80percentofthespecifiedminimumand

ii) the average of the left and right measurements for the specific angle is greater than the

specified minimum

6. FixingofReflectivestuds

The enveloping profile of the head of the stud shall be smooth and the studs shall

notpresent any sharp edges to traffic. The reflecting portion of the studs shall be free from

crevicesorledgeswheredirtmightaccumulate.Markerheightshallnotbelessthan 10mm and

shall not exceed 20 mm. and it’s width should not exceed 130mm. the base ofthe marker

shall be flat within 1.3mm. if the bottom of the marker is configured, the outer most faces

of the configurations shall not deviate more than 1.3mm from the flat surface.

Themarkershallbefittedwithtwopolymershanksatappropriateplacesateitherends and shall

be slotted along its length. The Shank Length for Each of the shanks shall not be less than

All road studs shall be legibly marked with name, trade mark or other means of

identifications of the manufacturer.

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

procedurerecommendedbythemanufacturer.Nonailsshouldbeusedtofixthemarker

sothattheydonotposesafetyhazardontheroads.Regardlessofthetypeofadhesive 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 than 14 hours.

The portions of the Road surface to which marker is to be bonded by the adhesive

shallbefreeofdirt,curingcompound,grease,oil,moisture,looseorandanyother material which

would adversely affect the bond of the adhesive.

TheadhesiveshallbeplaceduniformlyontheCleanedpavementsurfaceoronthe

bottomofthemarkersinaquantity.sufficienttoresultincompletecoverageofthearea of the

contact of the better surface with no voids present at a slight excess after the better

surfacehasbeenlightlypressedinplace.Forepoxyinstallations,excessadhesivearound the edge

of the marker, excess Adhesive on the pavement and adhesive on the exposed surfaces of

the markers shall be immediately removed.

WarrantyandDurability

The contractor shall obtain from the manufacturer a two year warranty for contractor held

performance including stipulated retro reflectance of the reflecting panel and submit the

same to the Engineer in charge. In additional a two year warranty for satisfactory infield

performance of the finished road marker shall also be given by the contractor who carried

outtheworkoffixingofreflectiveroadmarkers.Incasethemarkersaredisplaced. damage get

worn out or low their reflectivity compared to stipulated standards, thecontactor would be

required to replace all such marker within 15 days of the intimationfrom the Engineer at

7. MeasurementofPayment

The measurement or reflective road markers shall be in number of diff. types of marker

supplied and fixed.

The contract unit rate for reflective road marker shall be payment in full compensation for

furnishing all labor, materials, tools, equipment including incidental costs necessary for

carrying out the work at side conforming to the specifications complete as per approved

drawings or as directed by the Engineer

USAGECONFORMANCECERTIFICATE

WORKORDERDETAILS

DetailsoftheCat-EyefixingworkiscarriedoutusingNameofManufacturer

Srno. Typeofworkwithlocation size Qty Remarks

CertifiedthattheCat-Eyefixingworkhave beenmanufactured usingBrand Nameof

Reflectivepavementmarker(RPM)(AccordingtoASTMD-4280)andarecoveredby

whichwillbeexpiredondated.............

NameofCat-EyeManufacturer NameofConverter

AuthorizedSignatory AuthorizedSignatory

SpecialNote:Contractormaysubmitacertificateofbeingauthorizedconverterofapproved

ITEMNO.21FEXIBLEMEDIANMARKER:

FlexibleMedianMarker:ProvidingandFixingofFlexibleMedianMarkerthataremade of tough, high impact

resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not

exceed18.4cminheight(includingshankheight),12.5Cminwidth.,0.65cminthickness and shank depth shall

be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding

theFlexibleMedian Marker should survive impact loadof5kgcontinuouslyfor750timesatroom

temperature. Thelogoofthemanufacturershall

beembossedoneithersideofthebodyintheinjectionmoldingprocess.TheMedian Marker shall have flame

like shaped body with, fluorescent yellow color retro-reflective

sheetingofsizenotlessthan90Cmsquare,withfullyreflectivemicroprismaticcube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI

specificationsreflectivityvalues.Theretroreflectivesheetingshallbeoneorbothsidesof the Flexible Median

Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism,

sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy

adhesiveand grouting as recommended by manufacturerand Engineer in charge.

1. Description:

Flexible Median Marker is made from a combination of tough, high impact resistant

engineering thermoplastic material with U shape structure having rebound/bounce-back

property. The fluorescent yellow reflective sheeting in the FMM helps to highlight the

medians and increase the visibility during the night.

TheproductshouldhaveedgesealedReflectivesheetingforvandalprooffrompilling off the

sheeting for longer durability and service life.

A. Color:The marker body shall be produced in neutral Black color. The color of the

retro-reflective element shall be Florescent Yellow.

The plastic body of the Flexible Median Marker shall be moulded from Flexible

Thermoplastic Body.

Height: The marker height shall be min 145 mm

Width: The marker width shall be min. 120 mm

Body Thickness: min 6.5mm

Shank Length: Each of the shanks shall not be less than 20 millimeter and

depthshall not be less than 30mm.

2. RETROREFLECTIVESHEETING

TheMedianMarkershallhaverectangularshapedfluorescentyellowcolored retro-

reflective sheeting, conforming to ASTM D4956 -09 type XI specifications,on its

The retro-reflective sheeting shall be on both sides of the Flexible Median Marker

andshallbeedgeprotectedwithnoexposededgeswhichwillpreventedge

lifting,vandalism,sheetingdamage,etc.Theedgeofsheetingshouldnotcome

outeasilybyputtingnails,sharpobjectsetc.Thelogoofthemanufacturershall be

embossed on either side of the body.

The retro-reflective sheeting shall be made of retro-reflective elements that are

optically stable, non-metallized, fully retro-reflective, micro-prismatic cube-corners.

3. Color(daytime)

The retro-reflective sheeting used in the Median Marker shall be of fluorescent

Thechromaticitycoordinates(x,y)oftheretro-reflectivesheetingshallconform to Table

TABLEII:ColorSpecificationLimits1(Daytime)

4.) Fluorescence

The minimum total daytime luminance for the fluorescent yellow colored retro-

reflective sheeting, measured in terms of luminance factor(YT %), shall be as per the

below Table III.

TableIII:DaytimeLuminance

LuminanceFactor

FluorescentYellow 45%

Conformance to standard chromaticity (x, y) and luminance factor (Y %)

requirements shall be determined by instrumental method in accordance

5.) CoefficientsofRetro-reflection(Ra)

RetroReflectiveSheeting

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.Acertificateofhavingthesheetingtestedforcoefficientofretroreflection,

daytime colour and luminance, shrinkage, flexibility, liner removal,

adhesion,impactresistance,specularglossandfungusresistance,3yearsoutdoor

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(D4956-09)onartificialacceleratedweatheringrequirementsfrom a

reputed laboratory in India can be accepted provisionally. In such a situation, the

MunicipalCommissioner,AMC/Client,ifsodesires,couldseekfora

performanceguaranteewhichwouldbereleasedafterreceiptofcertificate meeting the

requirement of three years outdoor weathering of the sheeting.

6. Descriptionofsheet:

TypeXIMicroprismaticgradesheeting

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-reflectionindicatedinaboveTable.Attheendof10years,thesheeting shallretain

atlNEW WEST80 percent of its original retro-reflectance.

TableAcceptable Minimum Coefficient of Retro-reflection for Type XI

Prismatic Grade SheetingA (Candelas per Lux per Square Metre)

AMinimumCo-efficientofRetro-reflection(RA)(cd.lx-1.m-2).

BValues for 0.1° observation angles are supplementary

requirements that shallapply only when specified by the

purchaser in the contract or order.

Flexible Median Marker shall be fixed by a combination of epoxy adhesive and

grouting/Drilling on concrete medians or properly constructed solid medians. The

Combinationofpropergrouting(Drill)Epoxywouldhelpforbetterapplication and epoxy

giving proper support.

6. MeasurementsforPayment

ThepaymentshallbemadeonperNumberbasis.

TheContractunitrateshallbepaymentinfullforthecostofapplication, including all

materials,installing it at thesiteand incidentals tocompletethework in accordance

with the Specifications

9. SpecialNote:

(1) Contractorshallhavetosubmitthemanufacturetestcertificateofretro reflective sheet

before Starting the work at no Extra cost

(2) ContractorShallhavetoSubmitthetestreportofretroreflectivesheetfrom

Govt.approvedLaboratorytestingofsheetingatnoextracostbeforeproducing

First R.A bill and thenafter on end when asked by AMC. The contractor shall not be

paid extra for same.

(3) ContractorshallhavetosubmitthefilledformasmentionedbelowinSoft (Signed &

scanned) and two hard copies.

USAGE CONFORMANCE CERTIFICATE

CONTRACTOR NAME

WORK ORDER DETAILS

DetailsofthesignboardfixingworkiscarriedoutusingNameofManufacturer

Srno. Typeofworkwithlocation size Qty Remarks

Certified that the sign board fixing work have been manufactured using Brand Name of

Reflective sheets (According to ASTMD- 4280) andare covered by

whichwillbeexpiredondated.............

NameofsignboardManufacturer NameofConverter

AuthorizedSignatory AuthorizedSignatory

Ahmedabad Municipal Corporation

ITEMNO.22SupplyingandfixingbollardSwisstype

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 fabricated

necessary anchors as directed and also provide through out lengh pipe of 25 NB for the

strenthing of bollard and reflectorised 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)

The Swiss type bollard shall be approved from the Engineer-In charge before

commencement of work.

1. RetroReflectiveSheeting

The retro reflective sheeting used on the signs shall consist of white or coloured

sheetinghaving 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 havenegligibleshrinkageor expansion. Acertificateofhaving

thesheeting testedfor coefficient of retro reflection, daytime colour and luminance,

shrinkage, flexibility, liner removal, adhesion,

impactresistance,specularglossandfungusresistance,3yearsoutdoorweatheringandits

havingpassedthesetestsshallbeobtainedfromInternational/GovernmentLaboratory/Insti

tute by the manufacturer of the sheeting and in case the certificateis obtained from

internationalagency, itshouldalso be obtainedfrom Indian agency within 3yearsof

launching ofproduct by themanufacturein abroad.Alternatively,acertificateconforming

toASTMSpecification(D 4956-09) on artificial accelerated weathering requirements from

a reputed laboratory in India canbe accepted provisionally. In such a situation, the

Municipal Commissioner, AMC/Client, if so

desires,couldseekforaperformanceguaranteewhichwouldbereleasedafterreceiptof

certificate meeting the requirement ofthree years outdoor weathering of the sheeting.

Descriptionofsheet:

TypeXIMicroprismaticgradesheeting

reflectivesheetingtypicallymanufacturedasacubecorner.Thereflectivesheetingshallbe 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

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 least

80 percent of its original retro-reflectance.

TableAcceptableMinimumCoefficientofRetro-

reflectionforTypeXI

PrismaticGradeSheeting (CandelasperLuxperSquareMetre)

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

AMinimumCo-efficientofRetro-reflection(RA)(cd.lx-1.m-2).

B Values for0.1°observation angles are supplementaryrequirements that

shall apply only when specified bythepurchaser in the contract or

Thesheetingshallhaveapressure-sensitiveadhesiveoftheaggressive-tacktyperequiring no

heat,solventorotherpreparationforadhesion toasmoothcleansurface,inamanner

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

The adhesive shall form a durable bond to smooth, corrosion and weather resistant

surface of the baseplatesuchthatitshallnotbepossibletoremovethesheetingfromthesign

basein onepieceby use of sharp instrument. The sheeting shall be applied in

accordance with the manufacturers specifications.

Surfacetobereflectorisedshallbeeffectivelypreparedtoreceivetheretro-reflective

sheeting.Thealuminiumsheetingshallbede-greasedeitherbyacidorhotalkaline

etchingandallscale/dustremovedtoobtainasmoothplainsurfacebeforetheapplication

reflectivesheeting.Ifthesurfaceisrough,approvedsurfaceprimermaybeused.Aftercleaning,

metalshallnotbehandled,exceptbysuitabledeviceorcleancanvas

gloves,betweenallcleaningandpreparationoperationandapplicationofreflective

sheeting/primer.Thereshallbenoopportunityformetaltocomeincontactwithgrease,

oilorothercontaminantspriortotheapplicationofretro-reflectivesheeting.Complete

sheetsofthematerialshallbeusedonthesignsexceptwhereitisunavoidable.Atsplices,

sheeting with pressure-sensitive adhesives shall be overlapped not less than 5mm.

Wherescreenprintingwithtransparentcoloursisproposed,onlybuttjointshallbeused.Them

aterial shallcoverthesignsurfaceevenlyandshallbefreefromtwists,cracksandfolds.Cut-

outstoproduce legends andborders shallbebondedwith the sheetingin the manner

specifiedbythemanufacturer.

Messages/Borders

Themessages(legends,letters,numerals, etc.)andbordersshalleitherbescreen-printed

orofcutout from durable transparent overlay or cut-out from the same type of reflective

sheeting for the

cautionaryandmandatorysignboards.Screenprintingshallbeprocessedandfinishedwith

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 transparentoverlaymaterialsas specified by

the sheeting manufacturer and shall be bonded with the

sheetinginthemannerspecifiedbythemanufacturer.Whenevertransparentoverlayfilmisus

ed for makinganytypeofsign,thecolouredportionofsignshallhavecoefficientof

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

reflectivitynotless than thereflectivity oftypeand colour ofsheeting normally used, as

pertable. Cut-out messages and borders, wherever used, shall be either made out of

retro-reflective sheeting or made out of durable transparentoverlayexceptthose in

blackwhich shallbeofnon-reflective sheetingor opaque in case of durable transparent

overlay. Creating coloured areas by means of screen-printing with ink shall not be

(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 sheetfrom Govt.

approved Laboratorytestingofsheetingat noextra cost before producing First R.A bill

andthenafter on end when asked by AMC. The contractor shall not be paid extra for

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

Scanned) and two hard copies

Modeofpayment:-

Item shall be paid in Number of bollardfixed at site shown by the Engineer in charge.

Nothing Extra shall be paid for transportation ofBollards from manufacturing place

to any site of work within AMC limit.

TheContractunitrateshallbepaymentinfullforthecostofmakingtheroadsign, including all materials,

installing it at the site and incidentals to complete the work inaccordance with the Specifications.

USAGE CONFORMANCE CERTIFICATE

CONTRACTOR NAME

WORK ORDER DETAILS

DetailsofthebollardfixingworkiscarriedoutusingNameofManufacturer

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

Srno. Typeofworkwithlocation size Qty Remarks

CertifiedthatthebollardfixingworkhavebeenmanufacturedusingBrandNameof

(According to ASTM D 4956-09 TYPE XI) andare covered by

whichwillbeexpiredondated.............

NameofManufacturer NameofConverter

AuthorizedSignatory AuthorizedSignatory

ITEMNo.23PolyUrethane:FlexibleBollard

Providing and fixing Poly Urethane:Flexible Bollard made out of TPU (Thermoplastic

UrethanePolyEthelene)andUVstabilizedmaterial,shallhavehighflexiblityandno

feddingcolours,shallhavefixed3bendsof100mmwidthtype-Iretro-reflectivesheeting

tapeofwhitecolourwhichsheetingshallbefixedonpostsusingspecialadhesive,which shall

not easy to tear, the cylinderical shape pillar shall have diameter 160mm, height

1370mm, with square base of 250x250mm, it shall have weight over 5.0kgs, Upper

circular head shall be made of PE (Poly Ethelene) / PPCP (Polypropylene

copolymer)material with 410mm dia, printarea of circular head partshall be

390mm,both theparts shall be fixed with each other by rivetting and special glue

material, with peripherial boarder of black

colourmadeofsamekindofmaterial,whichshallhaveprintedonesidedirection indication

sign and another side AMC Logo on micro prismatic type-XI retro-reflective

sheeting.Theflexiblebollardsshallbefixedbynailof12mmdiax200mmlength,by drilling in

existing concrete / or any hard surface by drilling and fixing by epoxy resin and

hardnerofmakebrand3Morsamekindofapprovedbrandmaterial.Rateshallinclude

costofbollardwithspecifiedmaterial,allkindofrequiredfixingmaterialsandfixedatsite

including all fixing charges, surface preparation of any site condition as per work

requirements, with all lead and lift, and transportation of any distance. The work shall

be executed in direction of the engineer in charge. (rateshalll be excluding GST.)

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. RetroReflectiveSheeting

Theretroreflectivesheetingusedonthesignsshallconsistofwhiteorcolouredsheetingha

vinga smooth outer surfacewhich 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 evidenceof 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

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

reflection,daytimecolourandluminance,shrinkage,flexibility,linerremoval,adhesion,

impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering

havingpassedthesetestsshallbeobtainedfromInternational/GovernmentLaboratory/I

themanufacturerofthesheetingandincasethecertificateisobtainedfrominternationala

gency,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 Municipal Commissioner, AMC/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.

3. Descriptionofsheet:

TypeIV Highintensity micro-prismatic gradesheeting(HIP)

This sheeting shall be of high intensity retro-reflective sheeting made of micro-

prismatic retro- reflective element material coated withpressure 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 ASTMD4956-09)as indicated in Table6.6.

Table6.6AcceptableMinimumCoefficientofRetro-

Reflectionfor Type IV High Intensity Micro-prismatic

Grade Sheeting (Candelas Per Lux Per Square Metre)

A MinimumCoefficientofRetro-reflection(RA)(cd.lx-1.m-2).

B Valuesfor0.1°observationanglesaresupplementaryrequirementsthatshallappl

yonly 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 atleast80

percentof its original retro-reflectance.

ITEMNO. 24SupplyandfixingofSpringpost extremlyflexibleandsoftsoasnotto damage the

vehicle the vehicle at collision and to be restored soon at itsoriginal. Thematerial of the body

should be UV stabilised and non-fading color with 3 bands of

highqualityofReflectivesheetingofmin50mm.TheHeightofthepost shouldbe800mm, Top dia of

80mm andbase should be 200mm, complete with fixing at site with nails/anchor fasters as

directed by Engineer incharge (As per R.A)

MeasurementsforPayment

ThemeasurementofSpringpostshallbeinnumbersofsupplied&Fixing.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

TheContractunitrateshallbepaymentinfullforthecostofmakingtheSpringpostincluding all

materials, installing it at the site and incidentals to complete the work in accordance

with the Specifications.

ITEMNO.25DirectionalTypeSignboard:-Providingandfixingdirection/anypurpose

signboardsmadeoutof2mmaluminumsheet/4mmACP(AluminumcompositePanel);size

150 x 120 cm rectangularas per design of IRC-67-2022. Pre-treated with phosphating

process & acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized with Micro Prismatic Grade retro reflective sheeting of

Type-11 as per ASTM D-

4956andlatestM.O.S.T.Specifications;4.2mtrlongstandpostof75x75x6mm/65NB

CircularMSPipeasrequiredandframefabricatedfromsuitablesizeironangleof35x35x

3mm;paintedwithbestqualityepoxycoatingsinblackandwhitebends.Thedetailsofsymbol

for each board shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:1:2 CC block of size 45 x 45 x 60 Cms. for each leg with (2 nos) 300mm long

holdfasts welded

withpoleinoppositedirectionsofanglesectionsize32x32x2mm.Includingexcavation, curing

etc. Complete under the supervision of engineer in charge. A warranty for 10 years for

the Retroreflectivesheetingfromoriginalmanufacturer&acertifiedcopyof3-yearoutdoor

exposure test report from third party test lab for the product offered shall be submitted

bycontractor. (A) Class-C Type-11 Retro Reflective sheeting (As per RA)

MeasurementsforPayment

ThemeasurementofDirectionalTypeSignboardshallbeinnumbersofsupplied&Fixing.

The Contract unit rate shall be payment in full for the cost of making the Directional

Type Signboard 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 6 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT - CENTRAL ZONE

Name of Work : “Pavement Marking with Hot Applied Thermoplastic Paints, Sign Boards and Various Road

Safety Furniture Items in Shahpur ward of Central Zone of the city of Ahmedabad” (ARC Tender)

Qty Item Rate Rs. Per

Road marking with hot applied thermoplastic paints strictly of

Automark - "Specsmark", Asian Paints-"Apcomark", Katalline-

"Traffix O" or Berger Paints-"Sigmark" with reflectorising glass

beads of Automark-"Autolux Gold", "Swarco", "Sovitec" Asian

Paints- Apcobids", "Potters" on bitumen surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as per

1 1500.00 IRC:35-2015. The finished surface to be level, uniform and free from 559.00 Smt

streaks and holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide liminance

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. (As per

Providing and laying Road marking with hot applied thermoplastic

paints strictly of Automark -"Specsmark", Asian Paints-"Apcomark",

Katalline-"Traffix O" or Berger Paints-"Sigmark" with reflectorising

glass beads of Automark-"Autolux Gold","Swarco","Sovitec" Asian

Paints-Apcobids", "Potters" on bitumin surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorisingglass beads @250gms per sqmarea,thickness of

2.5mm is exclusive of surface applied glass beds as per IRC:35. The

finished surface to be level, uniform and free from streaks and

holes.) Directional Arrow, Lettering (1 word - up to 4 letters), or any

kind of Artworketc.(which shall maximum size upto 2.75 Sqmt out

to out) Item shall include providing Stencils for lettering, direction

arrow signages, and as per requirement. including cleaning,

required maintenance, etc. complete pre and post work. Cost shall

also include laying with applicator machine& operating boilers,

Skilled Laboursfor road marking,and Un-Skilled labours for

barricading/protection, traffic diversion, and it shall also include

wastage of material, etc. Contractor shall be responsible to run his

own thermoplasticapplicator machine&supply necessary

diesel,gas,fuel, etc,also itwill be his responsibility to Operate

preheater. for good quality of workmanship as instructed by Engg-

in-charge. Agency has to quote

rateonNos.workbasiswhichshallincludefollowingmanpowerand

machineryforeachset).(AsperapprovedR.A)

Providing and applying Primer before hot applied

thermoplasticpaints marking on RCC road surface, which must

ensure better adhesion of thermoplastic paint to the surface and

3 150.00 also increase paint durability, including all material, manpower, 47.00 Smt

tools and machineary required for work, with all required safety

standards to work in running traffic conditions, as per standards

and as instructed by engg in charge Agency has to quoterateo n

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

Sq.Mt. work basis). (AsperapprovedR.A)

Providing& applying C.R. Base Road Marking Painting lines, dashes,

arrow, letters etc. on Road in two coats on new Workwith ready

mixed road marking paint conforming to IS:164 and AASHTO

standard M-248-90 on concrete/ bituminous surface,including

required additive/ solvent, providing safety cones,barricades, string,

chalks or req. colour for line marking,etc.Cleaning the surface,

removing ofall dirt, dust & other foreign matter and clear the site as

per engineer in charge.(Asperapproved R.A)

Standard Delineator: Providing and fixing of Standard

MetalDelineatorconsistingofminimumretroreflectiveunit

exposedareaof 330 cm2 white color, full cube corner micro

prismatic non-metallic retroreflectivesheetingon each side

conformingwithIRC672012and meeting the coefficient of retro

reflection values as per ASTM D 4956 Type XI table specification.

The delineator shall be painted with powder coat of minimum

microns thickness, on top of which retro

reflectivesheetingshallbepastedonbothsides.Thestructureshallbe

manufactured in roll forming process and shall have height not less

than 800 mm above the ground,width not less than 100 mm and

shall extend not more than 300mm below theground while

beinginstalled. height of sheeting should be minimum 150mm

whereas width of sheeting should not be less than 75mm (should be

placed every alternative 15cm). The front and back faces of the

delineator should be curved with a radius of not more than 200 mm

and with delta angle (or central angle of curve) lying between 20o

and 30o, to increase the visibility of the delineator for vehicles

moving in continuous curves. The delineator shall have grooves

across the length to make the reflective sheets vandal-proof. The

delineator is meant for application on gaps in median, traffic

islands, dangerous bends, roundabouts, narrow bridges etc. or as

desired by site engineer (As per SOR AHMEDABAD 2023-24 Item

AFP (Aluminum Backed Flexible Prismatic): Providing and fixing

Aluminum backed flexible prismatic sheeting,consisting of

yellow/black colored flexible prismatic sheet with non mettalic

prismatic lens as retro reflective elements and confirming to ASTM

D4946 Type VI specifications for reboundableretror

eflectivesheeting. This flexible prismatic sheeting shall be of 30 cm

width and laminated at thebackwith a 50 micron Aluminum(Al)foil

with pressuresensitive adhesive and liner. Further, this flexible

prismatic sheeting shall have screen printed arrow/slant line

pattern in black color in a continuous roll format. The AFP

sheeting,with the liner removed, shall be applied with a neoprene

contact adhesive with a Polychloropreneas base,viscosityof 200-450

cp sand solid content of 20-30%. Once

applied,theedgesoftheproductshallbesealed allaroundwith atwo-

partepoxy based structural adhesive and shall be extremely resist to

peel off. A test report from institutes like ARAI/CRRI confirming to

above mentioned flexibility and ASTM-D 4956-09 Type-VI

retroreflectivityperformanceof theflexibleprismatic sheetingused in

AFPshallbesubmittedasdirectedbyEngineer-In-Charge.(SOR23-24

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

HazardMarker Sign: - Providing and fixing sign boardsmadeout of

2.0 mm aluminum sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012.

Pretreated with phosphating process& acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorized with Micro Prismatic Grade retro reflective sheeting of

Type-11 as perASTM D-4956 and latest M.O.S.T. Specifications;

1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricatedfromsuitablesize iron angleof 35x

35x3mm; paintedwith best quality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. A

warranty for 10 years for theRetroreflectivesheetingfromoriginal

manufacturer &acertifiedcopy of3-

yearoutdoorexposuretestreportfromthirdpartytestlabforthe

product offered shall be submitted by contractor. (A) Class-C Type-

11 RetroReflectivesheeting. (SORAHMEDABAD2023-24Itemcode

Solar Stud: Supplying of Solar Raised Pavement Markers made of

polycarbonate molded body with circular shape, solar powered, LED

selfilluminationinactivemode,360degreeilluminationandreflective

panels with micro prismatic lens capable of providing total internal

reflection of the light entering the lens face in passive mode. The

marker shall support a load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be resistant to dust and water

ingress according to IP65 standards and should withstand

temperatures in the range of 0 C to 70 C. Color of lighting could be

provided in red oryellow (amber) as per requirement and

8 20.00 typicalfrequency of blinking is 1Hz.There should be current losses of 2,068.00 Nos.

less than 20 micro-amperes at 2.4 V in sleepcharging mode to

enhance the life of the marker and a full charge should provide for a

minimum autonomy of 50 hours. The height, width and length of

the marker shall not be less than 10 mm x 100 mm x 100 mm. Also,

the surface diameter of the marker shall not be less than 100 mm

respectively. The weight of the marker shall not exceed

Kilograms. Fixing will be by drilling holes on the road forthe shanks

to go inside, without nails and using epoxy resin based

adhesiveaspermanufacturersrecommendationandcompleteas

directedbytheenginee(SORAHMEDABAD2023-24Itemcode26167)

Providing and fixing Free Left Retro Reflective sign boards 2mm

aluminum sheet / 4mm ACP (Aluminum composite Panel);

size80x60 cmplate as per design of IRC 67-2012 And Frame (25 x

x 3 mm)with logo in vertical Pole (65 NB, 3.3 Mt Height) .ACP sheet

3 mm Aluminum/4 mm ACP sheeting fixed with type XI class-c micro

prismatic Grade sheeting as per IRC 67: 2022(ASTM D 4956-09)

Retro reflective sheeting of Brand of 3M or Avery of size 0.75 M X

9 10.00 0.65 M lettering and signs as applicable with excavating Removing 6,519.11 Nos.

pavement(0.45x 0.45 x0.60)with Concreting Including form Work

M25(0.45 x 0.45 x 0.60) etc. Transportation work including loading,

unloading, uploading And Lead up to site. Installation and erection.

charge(Including all installation and machinery and labors).Nothing

shall be paid extra for carting from factory to the fixing site within

AMC limit.Therate including contractor profit, overhead charge and

Excluding GSTetc.complete.(AsperR.A)

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Tree Guard sign :-Providing& fixing sign board made out of 2mm

aluminiumsheet/ 3 mm ACP (Aluminum composite Panel) ,size

cms diameter circle, pretreated with phospheting process and

acidetching, painted with one coat of epoxy primer and two coats of

best quality epoxy paint reflectorised with retroreflective sheeting

10 50.00 as per latest M.O.S.T.specifications. A warranty for 10 years for the 526.00 Nos.

Retro reflective sheeting from original manufacturer& a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting (As per SOR AHMEDABAD

2023-24 Item code 26107C)

Give Way Sign: - Providing and fixing sign boards made out of 2mm

aluminiumsheet/4mmACP(AluminumcompositePanel);size75x75 x

90 cm equilateral triangle plus 60 cm x 20cm rectangular additional

plate as per design of IRC-67-2012. Pretreated with phosphating

process & acid etching; coated with onecoat of epoxy primer and

two coats of best quality epoxy paint; reflectorized with Micro

Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6mtrlong

standpostof75x75 x6mm / 65NB Circular MS Pipe as required and

frame fabricated fromsuitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxycoatingsinblackand

whitebends.Thedetailsofsymbolforeach board shall be as per the

instruction of engineer in charge. The fixingat site shall be in 1:1:2

CC block of size 45 x 45 x 60 Cm for each leg. Including excavation,

curing etc. complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer& a certified copy of 3-year outdoor exposure test

report from third party test lab for the product

offeredshallbesubmittedbycontractor.(A)Class-CType-11Retro

Reflectivesheeting.(AsperR.A)

STOP Sign: - Providing and fixing sign boards made out of 2mm

aluminum sheet / 4mm ACP (Aluminum composite Panel); size

cm Octagon as per design of IRC-67-2012. Pre-treated with

phosphating process & acid etching; coated with onecoat of epoxy

primer and two coats of best quality epoxy paint; reflectorized with

Micro Prismatic Grade retro reflective sheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T. Specifications;3.6 mtr longstand

post of 65NB Circular MSPipeas required and framefabricated from

suitable sizeiron angle of 35 x 35 x 3mm; painted with best quality

epoxy coatings in blackand white bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge.

The fixing at site shallbe in 1:1:2 CC block of size 45 x 45 x 60 Cms.

for each leg. Including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer& a certified

copy of 3-year outdoor exposure testreport from third party test lab

for the product offered shall be submittedbycontractor.(A)Class-

CType-11RetroReflective sheeting(Asperprevioustenderrate)

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

Arrow type sign boards :Providing and fixing Arrow type sign boards

made out of4mm ACP (Aluminum composite Panel); size 120 cm x

45 cm(2 Nos) Tringular platemade out of Retro Reflective sheeting

of Micro PrismaticGrade retro reflective sheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T. Specifications fixed over ACP

sheet supportedwithBackSupportSquareof25x25x2mm

MSanglepainted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge, firmly fixed 3.6 mtr long stand

post of 75 x 75 x 6mm / 65NB Circular SS Pipe as require to ground

by means of proparly designed

foundationwithM20gradeofcemenrtconcrete45cmx45cmx 60cm,

for each legwithwith (2nos)300mm long holdfasts welded with pole

in opposite directions of angle section size 32 x 32x 2 mmIncluding

excavation, curing etc. Complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer& a certified copy of 3-year outdoor

exposure test report from third party test lab for the product

offered shall be submittedbycontractor(A)Class-CType-

11RetroReflective sheeting.(AsperRA)

SS dual Sided Landmark / Tourist Information Signboard : Providing

andfixingDualsidedlandmarkname/signboardofsize1800x1220mm

made out of Retro Reflective Sheeting of micro Prismatic grade

conforming to IRC 67: 2022& Type Xistandards of ASTM D4956-09

specifications ,fixed over 4 mm ACP sheets supported with back

Support squarepipeof 25x25x2 mm stainless steelangleof 304grade,

supported on a stainless stell pipe of 76.2 OD, 2.11 mm tick of

grade & surrounded by SSpipeof 38.10 mm OD,1.2 mm tickof SS304

Grade ,firmly fixed to the ground by means of properly designed

foundation with M20 grade cement concrete 45cm x45cm x60cm,

60 cm below ground level as per approved drawing. The message

(Legebds ,Letter, Numericals,etc. ) and borders shall either be

printedorofcutoutfromdurableTransparentoverlayfilmorcutfrom

sametypeof sheetingasperType -XI standards.Specifications :asper

IRC 67 -2022 ,10 Year warranty for retro reflective sheeting from

the original sheeting manufacture& a certificate copy of three years

outdoor exposure report from an indepedent test lab for the

product offered shall be submited by the contractor. ( Bottom of

the board shall be 900 mm above ground level ) specifications : IRC

67: 2022 . There shall be stamp behind the ACP sheet carrying the

name of the supplier name of sheeting manufacturer , Type of Retro

reflective sheeting,Installtionmonth&yearaspercluase12.2ofIRC67-

2022 (AsperapprovedRAbyTrafficDepartment)

Sign board per Square Meter : -Providing and fixing sign boards

made outof 2mmaluminumsheet /4mm

ACP(AluminumcompositePanel); size 1 meter x 1 meter as per

design of IRC- 67-2022. Pretreated with phosphating process& acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint reflectorized with

MicroPrismaticGraderetroreflectivesheetingofType-11asperASTM

15 5.00 D-4956 and latest M.O.S.T. Specifications; 1 Nos. long stand post 12,189.00 Sqm

clear heightmin2.1mof75x75x6mm/65NBCircularMSPipeasrequired

and frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxycoatingsin blackand whitebends.the

details of symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for eachleg with (2

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

300mmlongholdfastsweldedwithpoleinoppositedirectionsofangle

section size 32 x 32x 2 mm.Including excavation,curing etc.complete

under the supervision of engineer in charge. A warranty for 10 years

for the Retro reflective sheeting from original manufacturer& a

certified copy of 3-year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting (SOR

AHMEDABAD 2023-24

Itemcode26103C)(ItemderivedinSqmt,fromsizeof1.0x1.0mEach no.)

Direction (Junction) Sign: - Providing and fixing sign boards made

out of 2mm aluminum sheet/ 4mm ACP (Aluminum composite

Panel) ; size 244x122cmrectangularasperdesign ofIRC-67-2022.Pre-

treatedwith phosphating process& acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint;

reflectorized with Micro Prismatic Grade retro reflective sheeting of

Type-11 as perASTM D- 4956 and latest M.O.S.T. Specifications;

4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle

paintedwithbestqualityepoxycoatingsinblackandwhitebends.The

details of symbol foreach board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size45x45x60Cmforeachleg with(2nos)300mmlongholdfastswelded

with pole in opposite directions of angle section size 32 x 32x 2 mm.

Including excavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer& a certified copy of 3-year

outdoor exposure test report from third party test lab for the

product offeredshallbesubmittedbycontractor.(A)Class-CType-